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CC - Caven East No 3CP&F 114024259 Aluminum Cap 24 19 - 25 30 I I T I 3 I ry Cf) I I I I rnl I I � I LLJ Caven E. Victory Rd. Line Table — This Sheet Only Line # Direction Length L1 S00°00'07"W 25.00' L2 N00`32'42"E 25.00' L3 N00°00'33"W 60.00' L4 N76`38' 15"E 1.28' L5 S12°51'15"E 28.73' L6 N57°44'25"W 56.11' L7 N76'01'52"E 27.83' L8 N89°46'10"E 38.96' L9 S00°13'50"E 37.00' L10 N89°46'10"E 130.00' L1 1 N00° 13'50"W 37.00' L12 N89°46'10"E 81.60' L13 NO2°58'46"W 96.02' L14 N10'46'03"E 56.73' L15 N34°05'25"E 87.48' L16 S69°25'56"E 81.71' L17 S77°19'57"E 82.18' L18 S83°57'34"E 82.10' L19 N85"13'26"E 140.44' L20 NW46'34"W 39.60' N89°43'33"E -- --. ►IA/1s 7/'\%A /Ifr CP&F 9149708 �.----------- / � [ 1 1334] 7• • [ 1 1334] J � J / � Ridge Caven Ridge Estates Subdivision No. 1 Block 8 00-0 1 0 d - N 00 000 O O Z Juo TJ 1T 1 V., T.VV Curve Table — This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C1 201.87' 357.50' 32°21'09" S1F10'02"W 199.19' C2 147.87' 261.50' 32°23'57" S16'12'20"W 145.91' C3 82.00' 775.00' 6°03'43" S87°11'58"E 81.96' E. Pisa Drive PLAT Estates SHOWING East Subdivision No. Situated in Southeast Quarter of the Northwest Quarter of Section 30, Township 3 North, Range 1 East, Boise Meridian, i of Meridian, Ada County, Idaho. 2018 0 100 200 Scale in Feet CW 1/16 CP&F 2017-068873 - L1 S89e44'39"W PLAT BOOK 3 N89`42'09"E 2450.83' PAGE CP&F 114007714 Brass Cap J -U-6 ENGINEERS, INC. 00 O n M CP&F 2016-057916 C11/4 [ 1 1334] 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com JUB Project No. 10-18-060 SHEET 1 OF 9 - Subdivision Boundary Line - Lot Line - Section Line - Center Line - Right-of-way Line N — — — — — — — - Adjacent Property Line - Match Line - — — — — — — — - - Utility Easement Line w - - - - - - - - Existing ACHD Sidewalk Easement Line 0 ------------- - Pressure Irrigation Easement Line 00 O - Section Corner, as noted o - Quarter -Section Corner, as noted - Found Aluminum Cap - Found Right -of -Way Monument O - Found 5/8" Rebar with Plastic Cap marked PLS 5081, Unless Otherwise Noted • - Set 1/2"x24" Rebar, with Plastic Cap Marked "J -U -B 8077" O - Set 5/8"x24" Rebar, with Plastic Cap Marked "J -U -B 8077" CP&F D - Point Not Set or Found 2015-018681 C# - Curve Number (Typical) CN 1/16 [4998] L# - Course Number (Typical) # - Lot Number (Typical) [####1 - PLS Number Found on Monument J -U-6 ENGINEERS, INC. 00 O n M CP&F 2016-057916 C11/4 [ 1 1334] 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com JUB Project No. 10-18-060 SHEET 1 OF 9 Cor N 00 4 d- to O O O O z M O O O 00 O O\ \O z N89°59'27"E co 48.43' 0 1.51' PLAT SHOWING PLAT BOOK PAGE N89'59'27"E 384.31'- - - - - - - "' - - - 1.85' � E. Pisa Drive Key Map 1 " = 500' 0 30 60 Scale in Feet LA c t i a F,Q OF �P N N J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 2 OF 9 0 30 60 Scale in Feet PLAT SHOWING Caven Ridge Estates East Subdivision No. 3 3: 1 28' 1 28' 00 \ O (0\ Z • \ Sheet 3 Lr) � csj Sheet 4 N89°59'27"E \ \• is 48.43' \ 0 1.500 1' I 1 28' 28' O 1 DO 10' 00 I 1 co v 1 0) O N i M O N 00LOI \ E i= LO o0 o Block �8 o OR Z I o 1 0 n 1 11 z Zvi I 1 � 156 �l 10 1 Common I 1 Lot 1 I11 �'tt� 15' 0) N89039'47"E 639.51' 40' (East-West Center Section Line) I PLAT BOOK PAG E I Common Lot L_------------� , ------------------------t - --T - - - - - - - --/ 196.82' 103.78' Alp Key Map 1 " = 500' IC C*1 i a- - I _ - - - - - - LO - N89°59'27"E 300.60' N89°59'27"E 384.31'- E. Pisa Drive N89°59'27"E } - - 368.15' - - - 00 - U' - - - 31.85' • -- I C7 C47 N00°32'42"E 80.09' L28 N40°17'29"W 83.44' 84.82' _ 85.79' 20.26' 13.75'I C49 _ L30 N45°01'48"W - - - - - - - - - - - - - - - - - - - - - - - -tO - - - - - - - - - - - - - - - - - - 28.91' L33 S44°58' 12"W 28.27' L34 N45°28'22"E 28.67' L35 N45°09'45"W 28.23' L36 N45°09'45"W 11.61' I I I I I--10' I I I I N 1 1 to I I ,� I ^' ►� � I N W l 3 1 w I Block 4 I zo !w I 24 I 23I 22 w I 21 20LO 'Y' I o o I I I o, �o t o I o f o f f z Z 19 I PO o f ? I -7I 0 I I bI z l I I I I I I I z I I y 1 10' I I _I 1 1--10' I I I I I 5'� I I 5 �I 5'-I I --s 10' f I I I I I I I I I I I I - - - I I L - - - I I - - - - - - - - J L-- - - - - - - - - I I - -J L - - - C I I - - - - - - - J o - - - - 71.76 78.24 75.10 79.15' � I S89°43' 304. - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w Common Lot N60• `36' � S, �7''ty J I S89°43'33"W 301.60' o CS1.46 \ S89°43'33"W 1153.77' (East-West center Section Line) - -N- \ 59.54 14.13 - - - - - - - O - - - - -- E. Rumpel Lane S89°43'33"W 351.77' 4 CW 1/16 o C4 L1 CP&F 2017-068873 N 4.57`1 Line Table - This Sheet Only Line # Direction Length L1 S00°00'07"W 25.00' L2 N00°32'42"E 25.00' L28 N40°17'29"W 25.95' L29 N49°37'22"E 30.48' L30 N45°01'48"W 28.29' L31 N44°58'12"E 28.87' L32 S45°01'48"E 28.91' L33 S44°58' 12"W 28.27' L34 N45°28'22"E 28.67' L35 N45°09'45"W 28.23' L36 N45°09'45"W 11.61' S89043'33"W 1074.00' Farr Lateral Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C4 38.45' 45.09' 48°51'38" N65°50'38"W 37.30' C7 85.92' 800.00' 6°09'12" N86°55'57"W 85.87' C47 83.93' 781.50' 6°09'12" N86°55'57"W 83.89' C49 66.27' 781.50' V51'31" N87°34'47"W 66.25' C53 41.58' 51.95' 45'51'29" N68°31'28"W 40.48' ;& -II N I N I ' _ mac TfJ U�B�llllllllllllllllll, C OF J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 3 OF 9 PLAT SHOWING PLAT BOOK PAGE Caven Ridge Estates East Subdivision No. 3 C46 in E. Pisa Drive o0 C7 - --7 C8 - o C3 0 30 60 Scale in Feet Unplatted m 0 06 L24 0 L27 06 N89"46'1 0"E 130.00' • C52 10.32' 80.00' -- - - - - - - - --- - - - - -- r-----------I F - ---------- I I I I I 5'-4 1 I I I I X10 I I I I I I--- �! I I I --S Ns0,,s36.\ \ � I I � I I - ''w t_j I ----------- _JL- 14.13' 93.86' I M O O LO 17 ---------J L- 85.06' S89044'39"W 1323.00' Block 4 16 80.00' N89046'11 0"E 81.60' 0 00 E. Pisa Drive O L LO 00 I 39.68' v 46.32' - - - - - - - - - - - - - - I I I 5 15 86.00' `* I `O (nIN Key Map 1 " = 500' Line Table - This Sheet Only C47 00 Length 13.75'I N89"46'10"E C49 L9 C48 37.00' L11 N00°13'50"W C50 L24 S89°46' 10"W - - - - - - - - m N89°46'10"E C51 L28 N40°17'29"W 25.95' 6°22'29" S87°02'35"E 88.24' C46 82.22' 827.06' 5'41'45" N86"27'11"W JI C47 83.93' I 6°09' 12" N86°55'57"W 83.89' C48 IL-5 812.00' 6°22'29" S87°02'35"E 90.30' C49 I 781.50' 4°51'31" N87°34'47"W I I I 17.66' 781.50' (0 N I o I LO LO I S85`59'08"E 60.35' 19 29.98' 812.00' 2°06'54" Z I 29.97' 18 .n 1 I N I O I I N I L I I Z z l 0 30 60 Scale in Feet Unplatted m 0 06 L24 0 L27 06 N89"46'1 0"E 130.00' • C52 10.32' 80.00' -- - - - - - - - --- - - - - -- r-----------I F - ---------- I I I I I 5'-4 1 I I I I X10 I I I I I I--- �! I I I --S Ns0,,s36.\ \ � I I � I I - ''w t_j I ----------- _JL- 14.13' 93.86' I M O O LO 17 ---------J L- 85.06' S89044'39"W 1323.00' Block 4 16 80.00' N89046'11 0"E 81.60' 0 00 E. Pisa Drive O L LO 00 I 39.68' v 46.32' - - - - - - - - - - - - - - I I I 5 15 86.00' `* I `O (nIN Key Map 1 " = 500' Line Table - This Sheet Only Line # Direction Length L8 N89"46'10"E 38.96' L9 SOU 13'50"E 37.00' L11 N00°13'50"W 37.00' L24 S89°46' 10"W 38.96' L27 N89°46'10"E 38.96' L28 N40°17'29"W 25.95' Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C3 82.00' 775.00' 6'03'43" S87°11'58"E 81.96' C7 85.92' 800.00' 6°09'12" N86°55'57"W 85.87' C8 88.28' 793.50' 6°22'29" S87°02'35"E 88.24' C46 82.22' 827.06' 5'41'45" N86"27'11"W 82.18' C47 83.93' 781.50' 6°09' 12" N86°55'57"W 83.89' C48 90.34' 812.00' 6°22'29" S87°02'35"E 90.30' C49 1 66.27' 781.50' 4°51'31" N87°34'47"W 66.25' C50 17.66' 781.50' 1 ° 17'41 " N84°30' 1 1 "W 17.66' C51 60.37' 812.00' 4'15'35" S85`59'08"E 60.35' C52 29.98' 812.00' 2°06'54" S89°10'23"E 29.97' LA c OF J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 4 OF 9 PLAT SHOWING Caven Ridge Estates East Subdivision No. 3 UnplattedN6g°0$ 2,98, cn Block 3� SRR° 24 1* �n eco' /�7o" �� s�. Unplatted h 23 II N / / 0 30 60 O 10' / Scale in Feet h . C Ln 1(0 70 20 co N I 22 , 81 , _O LO I / / O\ \ --�-1� / \ N �- - -N85-21 58 r i ?1. p8� • S77° 19'57„E i v h° I --_96.75'---i--- i I �` 70.25 1 • Ln �� I I I I I I I (WJE L 1 r -S87° 01 ' 14"W 113.121-F -� (D F-1 I I I _ I \ \ �27 I � I \ S I O , / 26 1 3 I 1 0) I Q 1 O I 1 I nI_0) 1 2128rn 00 °az zo J i I I J U') I O l15'- 1 /I I Y �' 10'-. o L--------------- - 1 N- .1 - - - - - - - - - - - 110.22' G L-�---_ I I I I S89'46' 10"W 191.82' C' 124.50'- Ln -J �- S89-46'1 0"W 191.82' / G�'G�D� , 90.00'- --- - - - - - �_ S84°41'41»E 3 -1-- E. Pisa Drive 0 51.14' 90.0o' --I, Common Lot / S89°46'10"W 191.82' o6� o6 C�/-69.19'8 40 _ - - 1 _ 85.00' _ 60.50' C42 F- - - - .80.37'_ - - S84°41'41 "E 375.80' - C°- - - - - - - - - r - - - - - - - - �� zo I I -� F- -- 80.37'--_-- -��_ I � I I ----------I r ------------I I I I I I F-----80.37'_-- I I I LO I- I I I I I I I I I II I I I 5'�I 5'--I I I I 1 1 1 1 5I I I I I I I i 1--10' i L-1 0' 1CqI I I I I I NI - LO I LO I I oLO f I ! I S I I I I I I I Block 4 I I I �I 13 I 12 14 o I lI 10 10 I ( 1 0 l 9 1 r' I I fir, I o f I I Z I Z I o f o l I I I ? I z l o I I I I I I I I I I I z l o f I I I i i I i I 1 o'�I I 10'I I I I I I �5' 5' I I I I I I I I I I yl f -10 I I I I I I I I 1 1 �-5 0 I I I I j I I I I I I I 1 C 0 LJ---------� L------------1 L- - - - - - - - - - - L------------ L- - - - - - - - - - - L---------- - I_ U) 85.00' 80.00' 80.00' 80.00' 80.00' 80.00' U-) TC0 S89°44'39"W 1323.00' (nI(n NIN PLAT BOOK PAG E Key Map 1" = 500' Line Table - This Sheet Only Line # Direction Length L25 NO2°50'59"E 9.31' L26 NO2°50'59"E 9.31' Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C9 68.27' 45.00' 86'55' 1 1 " N46` 18'34"E 61.91' C18 40.20' 26.50' 86°55' 11 " N46° 18'34"E 36.46' C19 19.77' 20.00' 56°37'59" N25°28'01 "W 18.97' C20 255.92' 50.00' 293'15'58" N87°09'01 "W 55.00' C21 19.77' 20.00' 56'37'59" S31°09'58"W 18.97' C22 96.33' 63.50' 86'55' 11 " N46' 18'34"E 87.36' C36 40.97' 50.00' 46°56'57" S30°18'32"E 39.83' C37 37.77' 50.00' 43'16'46" S14`48'20"W 36.88' C38 38.49' 50.00' 44°06'02" S58°29'44"W 37.54' C39 38.84' 50.00' 44'30'28" N77'12'0 1 "W 37.87' C40 33.93' 50.00' 38°52'31 " N35°30'32"W 33.28' C41 65.93' 50.00' 75°33' 14" N21 °42'21 "E 61.26' C42 19.82' 63.50' 17'52'52" N80°49'44"E 19.74' C43 12.15' 63.50' 10°57'37" N66°24'29"E 12.13' C44 38.74' 63.50' 34'57'29" N43.26'57"E 38.15' C45 25.62' 63.50' 23-07'13" N 14°24'35"E 25.45' Amo��� c CL CL mum 9/1209 D 'le OF J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 5 OF 5 PLAT SHOWING PLAT BOOK PAGE Caven Ridge Estates East Subdivision No. 3 LO I (0 N90°00'00"E 155.40' N N Unplatted z I - - - - - - - - - - - - - - - - � S77° 1 oma,°, II j 10'--I 9 19'57" 4 ' 008218' 7025 S 140.44 11.s'835734"E 82.10' N85°13'26E ' I II I II 0 18.50, 18.50 2 1 0 78.17' • 103.24' I I o r tv I ----_- 3.93'--L_--_------� I w I I I I i - II i 19 �I I N I • � _� I I I 3 1 v 19' -�- 'S88°43'14"E 149.56'- - --- - J a0 .- I - - - - Block 3 , I 11'!--� �------------28� I I �' 30 00 29 10' r - 65.48'_ \ C30 G1 I [-5, \� I~I �10' U')1 \ o \ \ \ 4 I o I 8 I �iLO \ 7 0)o 11 7 \\ ��s Block 4 \ 0 I 13 Private 5 6LP�1 Park o \\ �01 o� \ LA I I I ^ a' 5' _ 49 0OE I I 5'yl N7$ " \ I I, L3 44 9 312 - J L -1-----------J Common Lot 88.09' 137.23' LO (0 S89044'39"'Al 1323.00' V7 N \ \ 10' \ \ I \ \ I o \\ \\ I 153.69' _ 38.93' Point of Beginning Key Map Line Table - This Sheet Only Line # Direction I- L20 10' 39.60' L21 N04°28'48"W 32.74' L22 N04°28'48"W 32.84' L23 N04°28'48"W 32.64' L38 N29°07'37"E 7.63' L39 S82`49'11"E 12.21' 60'17'23" N25"39'53"E 144.13' C13 45.87' 97.42' 26°58'42" 00 45.45' C14 14.21' 20.00' '('v / �' I 0 Uj 13.92' C15 I10 7 7, 286°49'59" 76 S' S6 C16 32.49' 46.63' 93°05'27" S77°38'41 "E 29.04' 2j. LLI 106.50' 60'17'23" N25"39'53"E 106.97' / \\\�'396'- 143.50' 5°46'23" N01°35'37"W 14.45' C26 C16 o�- // I i� Common Lot 54.05' 143.50' ,ote N33°18'12"E i 0 1 29.35' 143.50' 11'43'0 1 " N49'57'04"E 29.29' S' 29.96' ��J (10 r - 65.48'_ \ C30 G1 I [-5, \� I~I �10' U')1 \ o \ \ \ 4 I o I 8 I �iLO \ 7 0)o 11 7 \\ ��s Block 4 \ 0 I 13 Private 5 6LP�1 Park o \\ �01 o� \ LA I I I ^ a' 5' _ 49 0OE I I 5'yl N7$ " \ I I, L3 44 9 312 - J L -1-----------J Common Lot 88.09' 137.23' LO (0 S89044'39"'Al 1323.00' V7 N \ \ 10' \ \ I \ \ I o \\ \\ I 153.69' _ 38.93' Point of Beginning Key Map Line Table - This Sheet Only Line # Direction Length L20 N04`46'34"W 39.60' L21 N04°28'48"W 32.74' L22 N04°28'48"W 32.84' L23 N04°28'48"W 32.64' L38 N29°07'37"E 7.63' L39 S82`49'11"E 12.21' 1"=500' Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C10 131.53' 125.00' 60°17'23" N25°39'53"E 125.55' C11 85.86' 78.92' 62°19'52" N86°58'31 "E 81.69' C12 151.00' 143.50' 60'17'23" N25"39'53"E 144.13' C13 45.87' 97.42' 26°58'42" N69°17'56"E 45.45' C14 14.21' 20.00' 40'43'14" S62°25'40"W 13.92' C15 250.31' 50.00' 286°49'59" S05°29'03"W 59.60' C16 32.49' 20.00' 93°05'27" S77°38'41 "E 29.04' C17 112.07' 106.50' 60'17'23" N25"39'53"E 106.97' C25 14.46' 143.50' 5°46'23" N01°35'37"W 14.45' C26 53.15' 143.50' 21°13'15" N11'54'12"E 52.85' C27 54.05' 143.50' 21°34'44" N33°18'12"E 53.73' C28 1 29.35' 143.50' 11'43'0 1 " N49'57'04"E 29.29' C29 29.96' 97.42' 17°37'04" N64°37'07"E 29.84' C30 15.92' 97.42' 9°21'37" N78°06'28"E 15.90' C31 54.59' 50.00' 62'33'38" N73`20'52"E 51.92' C32 53.33' 50.00' 61°06'25" S44°49'06"E 50.83' C33 30.49' 50.00' 34'56'22" S03° 12'11 7"W 30.02' C34 60.27' 50.00' 69°04' 10" S55° 12'33"W 56.69' C35 j 51.62' j 50.00' 59°09'24" j N60°40'40"W j 49.36' c Q CJ U B V/1 M7� C 1/4 7 J F NOy�P J -U-6 ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 6 OF 5 Caven Ridge Notes PLAT Estates 1. Lots 6, 8 and 20 of Block 4, Lot 1 of Block 6, Lot 1 of Block 7 and Lot 1 of Block 8 are common lots and will be owned and maintained by Caven Ridge Estates Homeowners Association, Inc. 2. The pressurized irrigation system shall be owned and maintained by Nampa & Meridian Irrigation District. 3. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of re—subdivision. 4. Minimum building setback lines shall be in accordance with the City of Meridian's Zoning Ordinance at the time of issuance of the building permit. All lot, parcel, and tract sizes shall meet dimensional standards as established in the City of Meridian's Zoning Ordinance. 5. Lots shall not be reduced in size without prior approval from the health authority. 6. No additional domestic water supplies shall be installed beyond the water system approved in the sanitary restriction release. 7. Reference is made to the public health letter on file with Ada County Recorder regarding additional restrictions. 8. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest established normal ground water elevation. On April 15, 2015, test pits were advanced, by Site Consulting LLC, to depths of 5 to 26 feet below the surface and no ground water was encountered. 9. This development recognizes Section 22-4503 of 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." 10.This development is subject to ACHD License Agreement Instrument No. 2017-111262. 11.This development is subject to Nampa & Meridian Irrigation District Construction Contract for Urban Irrigation System Instrument No. 2017-117239, and Bill of Sale Instrument No. 2017-117240. 12.This development is subject or City of Meridian Development Agreement Instrument No. 2017-074871. 13.See Record of Survey 10999 for additional Information. Reference Documents SHOWING PLAT BOOK PAGE East Subdivision No. 3 Easement Notes 1. Lots 6, 8 and 20 of Block 4, Lott of Block 6, Lot 1 of Block 7 and Lot 1 of Block 8 are hereby designated as having a Utility Easement co—situated with said lot. 2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation, maintenance, operation, and use of public & private utilities, pressurized irrigation, sewer service, cable television/data, street lights; appurtenances thereto; and lot drainage. 3. Portions of Lots 1 1 , 12, 13, and 14 of Block 1, are servient to and contain the ACHD storm water drainage system. These lots are encumbered by that certain amended Master Perpetual Storm Water Drainage Easement recorded on November 10, 2015 as Instrument No. 2015-103256, 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. 4. See Instrument No. for existing ACHD Sidewalk Easements. 5. See Instrument No. 2018-012733 for existing offsite Pressure Irrigation Easement. 6. No Utility Easement shown or designated hereon shall preclude the construction and maintenance of hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such nonpermanent improvements. 7. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from unless otherwise noted. Subdivisions: Caven Ridge Estates No. 1, Reflection Ridge No.s 3 & 5, Red Wing, & Silverwater No. 2. Surveys: ROSs 76, 1350, 6801, 9007, & 10999. Deeds: 113063327, 113101685, 113119159-67, 113121403, 2014-087880-85, 2014-099015, 2014-104335, 2015-008354-66, 2015-056371, 2015-095546, 2017-097658. Easements: 2016-007083, 2016-007140, 2017-082741, 2017-082743, 2017-118650, 2017-119306, & 2018-012733. Partial Release: 2017-118856 (2016-082893 Turn—Arounds) Release: 2017-082741 __________ ACHD Storm Drain D � e OF V0, J -U-6 ENGINEERS, INC. �T J � 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 7 OF 9 Caven Ridge Certificate of Owners PLAT SHOWING PLAT BOOK PAGE Estates East Subdivision No. 3 Know all people by these presents: that Cavanaugh JV LLC, an Idaho limited liability company, does hereby certify that it is the owner of that real property to be known as Coven Ridge Estates East Subdivision No. 3, and that it intends to include said real property, as described below, in this plat: A parcel of land situated in the west half of Section 30, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at the northwest corner of Section 30, Township 3 North, Range 1 East, Boise Meridian; Thence N89°42'09"E, 2450.83 feet along the north line of the northwest quarter to the north quarter -section corner of Section 30; Thence S00°08'49"E, 1322.25 feet along the east line of the northwest quarter to the center -north sixteenth -section corner of Section 30; Thence S00°07'13"E, 991.77 feet along the east line of the northwest quarter of Section 30 to the POINT OF BEGINNING. Thence continuing S00°07'13"E, 330.18 feet along the east line of the northwest quarter and the west boundary of Reflection Ridge Subdivision No. 3 (Book 108 of Plats at Pages 15152 through 15156, records of Ada County, Idaho) to the southeast corner of the northwest quarter of Section 30; Thence S89°44'39"W, 1323.00 feet along the south line of the northwest quarter of Section 30; Thence S00°00'07"W 25.00 feet to the south Right -of -Way of E. Rumple Lane; Thence S89°43'33"W, 1074.00 feet along said south Right -of -Way; Thence N00°32'42"E, 25.00 feet leaving said south Right -of -Way to the south line of the northwest quarter of Section 30; Thence N89°39'47"E, 639.51 feet leaving said south line; Thence N00°02'38"W, 188.40 feet; Thence N00°00'33"W, 60.00 feet; Thence continuing N00°00'33"W, 144.82 feet; Thence 201.87 feet along the arc of a curve to the right having a radius of 357.50 feet, a Delta angle of 32°21'09" and a long chord which bears N16°10'02"E fora chord distance of 199.19 feet; Thence N32°05'14"E, 50.42 feet; Thence N76°38' 15"E, 1.28 feet to the boundary of Coven Ridge Estates Subdivision No. 1; Thence along said boundary the following four (4) courses: S32°04'20"W, 51.50 feet; Thence S12°51'15"E, 28.73 feet; Thence S57°44'25"E, 56.11 feet; Thence N76"01'52"E, 27.83 feet; Thence 147.87 feet along the arc of a curve to the left having a radius of 261.50 feet, a Delta angle of 32`23'57", and a long chord which bears S16°12'20"W for a chord distance of 145.91 feet; Thence S00°03'03"E, 114.78 feet; Thence N89°57'55"E, 178.93 feet; Thence N81°38'50"E, 109.77 feet; Thence N70°48' 13"E, 200.04 feet to the boundary of Coven Ridge Estates East Subdivision No. 1; Thence along said boundary the following nineteen (19) courses: S05°49'54"W, 160.13 feet; Thence 82.00 feet along the arc of a non -tangent curve the left having a radius of 775.00 feet, a Delta angle of 6°03'43", and a long chord which bears S87°11'58"E fora chord distance of 81.96 feet; Thence N89°46'10"E, 38.96 feet; Thence S00° 13'50"E, 37.00 feet; Thence N89°46' 10"E, 130.00 feet; Thence N00° 13'50"W, 37.00 feet; Thence N89°46' 10"E, 81.60 feet; Thence NO2°58'46"W, 96.02 feet; Thence N 10°46'03"E, 56.73 feet; Thence N34°05'25"E, 87.48 feet; Thence N69°08'45"E, 123.30 feet; Thence S65° 16'28"E, 92.98 feet; Thence S4,V25'52"E, 118.63 feet; Thence S69°25'56"E, 81.71 feet; Thence S77° 19'57"E, 82.18 feet; Thence S83°57'34"E, 82.10 feet; Thence N85° 13'26"E, 140.44 feet; Thence N04°46'34"W, 39.60 feet; Thence N90°00'00"E, 155.40 feet to the Point of Beginning. The above-described parcel contains 13.32 acres, more or less. The public streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for any other purposes designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the lots within this subdivision are eligible to receive water service from the City of Meridian, and the City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Nampa & Meridian Irrigation District, in compliance with Idaho Code 31-3805(1)(b). Lots within this subdivision will be entitled to irrigation water rights, and will be obligated for assessments from Nampa & Meridian Irrigation District. In witness whereof, I have hereunto set my hand: D. Ryan Minert, Manager Cavanaugh JV LLC Acknowledgment State of Idaho ss. County of Ada On this -----day of------------, in the year 20---, before me, a Notary Public in and for the State of Idaho, personally appeared D. Ryan Minert, known or identified to me to be a Manager of Cavanaugh JV LLC, that executed the within instrument and acknowledged to me that Cavanaugh JV LLC executed the same. Notary public for Idaho My commission expires - - - - - - - - - - - Certificate of Surveyor I, Bert J. Nowak, do hereby certify that I am a Professional Land Surveyor, licensed by the State of Idaho, and that this plat of Coven Ridge Estates East Subdivision No. 3, as described in the Certificate of Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho Code relating to plats and surveys. J -U-6 ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 8 OF 9 Caven Ridge Approval of Central District Health Department PLAT SHOWING PLAT BOOK PAGE Estates East Subdivision Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according to the letter to be read on file with the County Recorder or his agent listing the conditions of approval. Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a certificate of disapproval. Central District Health Department Date Approval of Ada County Highway District The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the _______day of___________, 20___. Commission President Ada County Highway District Approval of Meridian City Engineer I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby approve this plat. Meridian City Engineer Date Approval of Meridian City Council I. the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby certify that at regular meeting of the City Council held on the ____ day of _________--- ___, this plat was duly accepted and approved. Meridian City Clerk No. 3 Certificate of County Surveyor I, the undersigned, Professional Land Surveyor for Ada County, Idaho, do hereby certify that I have checked this plat and find that it complies with the State of Idaho Code relating to plats and surveys. Ada County Surveyor Certificate of County Treasurer Date I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent county property taxes for the property included in this proposed subdivision have been paid in full. This certificate is valid for the next thirty (30) days only. Ada County Treasurer County Recorder's Certificate State of Idaho ss. Instrument No— County of Ada Date I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at minutes past ______o'clock__.M., this ______day of Book _____of Plats at Pages Fee: Deputy in my office, and was recorded in through Ex—Officio Recorder fJE J -U-6 ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 9 OF 9