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HomeMy WebLinkAboutOV1700647izw,FU) 00-5� i eMYL2>160rA - Parcel Map Check Report Client: Villages at Silverhawke Date: 5/26/2017 10:22:20 AM Parcel Name: blocks - 1 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False CQ(0f L,7! Prepared by: PDC The WLB Group 4444 E. Broadway Blvd. D 6 610�� North:17,762.1655' East:11,437.7848' Segment# 1: Line Course: N89° 2 F 41 "W Length: 733.65' North: 17,770.3425' East: 10,704.1803' Segment# 2: Curve Length: 241.93' Radius: 591.62' Delta: 23°25'47" Tangent: 122.68' Chord: 240.25' Course: N77° 38' 47"W Course In: NO' 38' 19"E Course Out: S24° 04' 06"W RP North: 18,361.9258' East: 10,710.7743' End North: 17,821.7414' East: 10,469.4964' Segment# 3: Line Course: N66° 27' 49"W Length: 133.49' North: 17,875.0481' East: 10,347.1 l 18' Segment# 4: Curve Length: 231.38' Radius: 681.62' Delta: 19°26'58" Tangent: 116.8 F Chord: 230.27' Course: N76° I F 18"W Course In: S23° 32' 11 "W Course Out: N4° 05' 13"E RP North: 17,250.1344' East: 10,074.9196' End North: 17,930.0211' East: l 0,123.4987' Segment# 5: Curve Length: 74.57' Delta: 85°27'03" Chord: 67.85' Course In: N4° 05' 13"E RP North: 17,979.8939' End North: 17,979.4908' Segment# 6: Line Course: NO' 04' 09"E North: 19,154.8199' Segment# 7: Line Course: N90° 00' 00 North: 19,154.8199' Segment# 8: Line Course: S44° 59' 47"E North: 19,003.0511' Segment# 9: Line Course: S22° 32' 09"E North: 18,601.3508' Segment# 10: Line Course: S64° 22' 00"E North: 18,482.1364' Segment# 11: Line Course: N83° 21' 56"E North: 18,495.9312' Segment# 12: Curve Length: 51.53' Delta: 5°37'24" Chord: 51.50' Course In: N80° 44' 14"E RP North: 18,580.4366' End North: 18,547.1109' Radius: 50.00' Tangent: 46.18' Course: N43° I F 15"W Course Out: S89° 32' 1TV East: 10,127.0622' East: 10,077.0639' Length: 1,175.33' East: 10,078.4827' Length: 176.43' East: 10,254.9127' Length: 214.62' East: 10,406.6624' Length: 434.91' East: 10,573.3465' Length: 275.57' East: 10,821.7952' Length: 119.40' East: 10,940.3956' Radius: 525.00' Tangent: 25.78' Course: N6° 27' 04"W Course Out: S86° 21' 38"W East: 11,458.5499' East: 10,934.6087' Segment# 13: Line Course: N86° 21' 38"E Length: 50.00' North: 18,550.2848' East: 10,984.5078' Segment# 14: Curve Length: 41.72' Radius: 25.00' Delta: 95137'24" Tangent: 27.58' Chord: 37.05' Course: S51° 27' 04"E Course In: N86° 21' 38"E Course Out: S9° 15' 46"E RP North: 18,551.8717' East: 11,009.4574' End North: 18,527.1977' East: 11,013.4815' Segment# 15: Line Course: N80° 44' 14"E Length: 93.35' North: 18,542.2236' East: 11,105.6142' Segment# 16: Line Course: S91 15'-46"E Length: 50.00' North: 18,492.8755' East: 11,113.6624' Segment# 17: Line Course: N80144' 14"E Length: 92.20' North: 18,507.7163' East: 11,204.6601' Segment# 18: Curve Length: 93.79' Radius: 325.00' Delta: 16132'03" Tangent: 47.22' Chord: 93.46' Course: N72° 28' 13"E Course In: N91 15' 46"W Course Out: S25° 47' 49"E RP North: 18,828.4785' East: 11,152.3473' End North: 18,535.8673' East: 11,293.7818' Segment# 19: Line Course: S10° 32' 39"E Length: 786.98' North: 17,762.1761' East: 11,437.7939' Perimeter: 5,070.84' Area: 1,163,947.35Sy.Ft. Error Closure: 0.0140 Error North : 0.01061 Precision 1: 362,203.57 Course: N40° 48' 15"E East: 0.00916 Parcel Name: blocks - 2 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:19,154.8162' East:10,078.4821' Segment# l: Line Course: NO' 04' 09"E Length: 495.93' North: 19,650.7458' East: 10,079.0808' Segment# 2: Curve Length: 39.64' Radius: 25.00' Delta: 90151' 13" Tangent: 25.38' Chord: 35.62' Course: N45° 29' 45"E Course In: S89155' 51 "E Course Out: NO' 55' 22"E RP North: 19,650.7157' East: 10,104.0808' End North: 19,675.7124' East: 10,104.4834' Segment# 3: Line Course: S89° 04' 38"E Length: 378.95' North: 19,669.6095' East: 10,483.3843' Segment# 4: Curve Length: 167.13' Radius: 431.00' Delta: 22° 13'04" Tangent: 84.63' Chord: 166.08' Course: N79° 48' 50"E Course In: NO' 55' 22"E Course Out: S211 17' 42"E RP North: 20,100.5536' East: 10,490.3254' End North: 19,698.9810' East: 10,646.8517' Segment# 5: Curve Length: 131.85' Radius: 431.00' Delta: 17°31'38" Tangent: 66.44' Chord: 131.33' Course In: N21° 17' 42"W RP North: 20,100.5536' End North: 19,764.7637' Segment# 6: Line Course: SO' 01' 48"E North: 19,639.7237' Segment# 7: Line Course: S38° 21' 06"E North: 18,937.2926' Segment# 8: Line Course: SY 13' 18"W North: 18,535.8580' Segment# 9: Curve Length: 93.79' Delta: 16°32'03" Chord: 93.46' Course In: N25° 47' 49"W RP North: 18,828.4692' End North: 18,507.7070' Segment# 10: Line Course: S80144' 14"W North: 18,492.8662' Segment# 11: Line Course: N91 15' 46"W North: 18,542.2143' Segment# 12: Line Course: S800 44' 14"W North: 18,527.1884' Segment# 13: Curve Course: N590 56' 29"E Course Out: S38° 49' 20"E East: 10,490.3254' East: 10,760.5219' Length: 125.04' East: 10,760.5874' Length: 895.71' East: 11,316.3633' Length: 402.07' East: 11,293.7674' Radius: 325.00' Tangent: 47.22' Course: S72128' 13"W Course Out: S90 15' 46"E East: 11,152.3329' East: 11,204.6457' Length: 92.20' East: 11,113.6480' Length: 50.00' East: 11,105.5998' Length: 93.35' East: 11,013.4671' Length: 41.72' Radius: 25.00' Delta: 95°37'24" Tangent: 27.58' Chord: 37.05' Course: N51° 27' 04"W Course In: N9° 15' 46"W Course Out: S86° 21' 38"W RP North: 18,551.8624' East: 11,009.4430' End North: 18,550.2755' East: 10,984.4934' Segment# 14: Line Course: S86° 21' 38"W Length: 50.00' North: 18,547.1016' East: 10,934.5943' Segment# 15: Curve Length: 51.53' Radius: 525.00' Delta: 5°37'24" Tangent: 25.78' Chord: 51.50' Course: S6° 27' 04"E Course In: N86° 21' 38"E Course Out: S800 44' 14"W RP North: 18,580.4273' East: 11,458.5355' End North: 18,495.9219' East: 10,940.3812' Segment# 16: Line Course: S83° 21' 56"W Length: 119.40' North: 18,482.1271' East: 10,821.7808' Segment# 17: Line Course: N64° 22' 00"W Length: 275.57' North: 18,601.3415' East: 10,573.3321' Segment# 18: Line Course: N22° 32' 09"W Length: 434.91' North: 19,003.0418' East: 10,406.6480' Segment# 19: Line Course: N440 59' 47"W Length: 214.62' North: 19,154.8106' East: 10,254.8983' Segment# 20: Line Course: N900 00' 00"W Length: 176.43' North: 19,154.8106' East: 10,078.4683' Perimeter: 4,329.84' Error Closure: 0.0149 Error North :-0.00555 Precision 1: 290,593.29 Area: 968,701.37Sq.Ft. Course: S68° 06' 06"W East: -0.013 82 Parcel Name: blocks - 3 �. Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:18,535.8593' East:11,293.7740' Segment# 1: Line Course: NY 13' 18"E North: 18,937.2939' Segment# 2: Line Course: N38' 21' 06"W North: 19,639.7251' Segment# 3: Line Course: NO' 01' 48"W North: 19,764.7650' Segment# 4: Curve Length: 169.31' Delta: 22130'27" Chord: 168.22' Course In: N381 49' 20"W RP North: 20,100.5549' End North: 19,893.7747' Segment# 5: Curve Length: 35.14' Delta: 80°32'00" Chord: 32.32' Course In: S61° 19' 47"E Length: 402.07' East: 11,316.3700' Length: 895.71' East: 10,760.5941' Length: 125.04' East: 10,760.5286' Radius: 431.00' Tangent: 85.76' Course: N39155' 26"E Course Out: S611 19' 47"E East: 10,490.3321' East: 10,868.4894' Radius: 25.00' Tangent: 21.18' Course: S 11 ° 35' 47"E Course Out: S38° 08' 13"W RP North: 19,881.7805' East: 10,890.4243' End North: 19,862.1171' East: 10,874.9857' Segment# 6: Line Course: S51151' 47"E Length: 24.65' North: 19,846.8947' East: 10,894.3738' Segment# 7: Curve Length: 52.19' Radius: 250.00' Delta: 11 °57'41 " Tangent: 26.19' Chord: 52.10' Course: S45° 52' 57"E Course In: S381 08' 13"W Course Out: N50° 05' 53"E RP North: 19,650.2604' East: 10,739.9881' End North: 19,810.6293' East: 10,931.7739' Segment# 8: Curve Length: 38.69' Radius: 50.00' Delta: 44°20'00" Tangent: 20.37' Chord: 37.73' Course: S 17° 44' 07"E Course In: S50° 05' 53"W Course Out: S85° 34' 06"E RP North: 19,778.5556' East: 10,893.4167' End North: 19,774.6921' East: 10,943.2672' Segment# 9: Curve C VS 1jx %M(* ! CN atws WY14.j cSgfiff- �3� PM Qk', Length: 14.40' Radius: 25.00' Delta: 33100'45" Tangent: 7.41' Chord: 14.21' Course: S 121 04' 29"E Course In: S851 34' 06"E Course Out: S61125' 09"W RP North: 19,772.7603' East: 10,968.1925' End North: 19,760.8003' East: 10,946.2389' Segment# 10: Line Course: S28134' 51 "E Length: 32.03' North: 19,732.6734' East: 10,961.5620' Segment# 11: Curve Length: 21.16' Radius: 78.00' Delta: 15°32'44" Tangent: 10.65' Chord: 21.10' Course: S20° 48' 29"E Course In: S61° 25' 09"W Course Out: N76° 57' 53"E RP North: 19,695.3584' East: 10,893.0669' End North: 19,712.9513' East: 10,969.0569' Segment# 12: Line Course: SIP 02' 07 "E Length: 19.73' North: 19,693.7298' East: 10,973.5070' Segment# 13: Line Course: S89° 04' 38"E Length: 846.22' North: 19,680.1015' East: 11,819.6173' Segment# 14: Line Course: N42° 54' 53"E Length: 85.46' North: 19,742.6897' East: 11,877.8078' Segment# 15: Line Course: N31120' 53"W Length: 88.21' North: 19,818.0231' East: 11,831.9178' Segment# 16: Line Course: N24° 16' 24"W Length: 73.75' North: 19,885.2532' East: 11,801.5999' Segment# 17: Line Course: N12' 14' 15"E Length: 35.78' North: 19,920.2202' East: 11,809.1840' Segment# 18: Line Course: NO' 48' 49"W Length: 428.65' North: 20,348.8269' East: 11,803.0973' Segment# 19: Line Course: S89° 34' 05"E Length: 785.24' North: 20,342.9072' East: 12,588.3149' Segment# 20: Line Course: SO' 15' 43"E North: 17,749.2243' Segment# 21: Line Course: N8912 F 41 "W North: 17,762.1808' Segment# 22: Line Course: N10' 32' 39"W North: 18,535.8719' Perimeter: 8,956.61' Error Closure: 0.0168 Error North : 0.01258 Precision 1: 518,844.64 Length: 2,593.71' East: 12,600.1728' Length: 1,162.47' East: 11,437.7750' Length: 786.98' East: 11,293.7629' Area: 3,190,491.85 Sq.Ft. Course: N41 ° 34' 54"W East:-0.01117 Parcel Name: blocks - 4 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:19,731.6061' East:10,484.3872' Segment# 1: Line Course: N89° 04' 38"W North: 19,737.7359' Segment# 2: Curve Length: 38.90' Delta: 89108'47" Chord: 35.09' Course In: NO' 55' 22"E RP North: 19,762.7327' End North: 19,762.7629' Segment# 3: Line Course: NO' 04' 09"E North: 20,361.8124' Length: 3 80.62' East: 10,103.8166' Radius: 25.00' Tangent: 24.63' Course: N44° 30' 15"W Course Out: N89° 55' 51 "W East: 10,104.2192' East: 10,079.2192' Length: 599.05' East: 10,079.9424' Segment# 4: Line Course: S89134' 05"E North: 20,355.3614' Segment# 5: Line Course: S 140 13' 49"W North: 20,009.8586' Segment# 6: Curve Length: 93.00' Delta: 14°26'24" Chord: 92.75' Course In: N750 46' 11 "W RP North: 20,100.5660' End North: 19,923.5315' Segment# 7: Curve Length: 257.83' Delta: 40002'05" Chord: 252.62' Course In: N61 ° 19' 47"W RP North: 20,100.5660' End North: 19,756.7603' Segment# 8: Curve Length: 143.09' Delta: 22° 13'04" Chord: 142.19' Course In: N21 ° 17' 42"W RP North: 20,100.5660' End North: 19,731.6139' Perimeter: 2,724.65' Error Closure: 0.0078 Error North : 0.00777' Precision 1: 349,312.82 Length: 855.71' East: 10,935.6281' Length: 356.44' East: 10,848.0081' Radius: 369.00' Tangent: 46.75' Course: S21 ° 27' O1 "W Course Out: S61 ° 19' 47"E East: 10,490.3307' East: 10,814.0895' Radius: 369.00' Tangent: 134.43' Course: S48° 41' 15"W Course Out: S21 ° 17' 42"E East: 10,490.3307' East: 10,624.3404' Radius: 369.00' Tangent: 72.45' Course: S79° 48' 50"W Course Out: SO° 55' 22"W East: 10,490.3307' East: 10,484.3880' Area: 470,05 8.34Sq.Ft. Course: N50 38' 06"E East: 0.00077 Parcel Name: blocks - 5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:20,348.8181' East:11,803.1012' Segment# 1: Line Course: SO' 48' 49"E Length: 428.65' North: 19,920.2113' East: 11,809.1879' Segment# 2: Line Course: S 12° 14' 15 "W Length: 35.78' North: 19,885.2443' East: 11,801.6039' Segment# 3: Line Course: S24° 16' 24"E Length: 73.75' North: 19,818.0142' East: 11,831.9218' Segment# 4: Line Course: S31120' 53"E Length: 88.21' North: 19,742.6808' East: 11,877.8117' Segment# 5: Line Course: S421 54' 53"W Length: 85.46' North: 19,680.0927' East: 11,819.6212' Segment# 6: Line Course: N89° 04' 38"W Length: 846.22' North: 19,693.7209' East: 10,973.5110' Segment# 7: Line Course: N l Y 02' 07"W Length: 19.73' North: 19,712.9425' East: 10,969.0609' Segment# 8: Curve Length: 21.16' Radius: 78.00' Delta: 15 °32'44" Tangent: 10.65' Chord: 21.10' Course: N200 48' 29"W Course In: S760 57' 53"W Course Out: N61125' 09"E RP North: 19,695.3495' East: 10,893.0708' End North: 19,732.6645' East: 10,961.5660' Segment# 9: Line Course: N280 34' 51 "W Length: 32.03' North: 19,760.7915' East: 10,946.2429' Segment# 10: Curve Length: 14.40' Radius: 25.00' Delta: 33000'45" Tangent: 7.41' Chord: 14.21' Course: N12° 04' 29"W Course In: N61125' 09"E Course Out: N85134' 06"W RP North: 19,772.7514' East: 10,968.1965' End North: 19,774.6832' East: 10,943.2712' Segment# 11: Curve Length: 38.69' Radius: 50.00' Delta: 44°20'00" Tangent: 20.37' Chord: 37.73' Course: N17° 44' 07"W Course In: N85° 34' 06"W Course Out: N50° 05' 53"E RP North: 19,778.5467' East: 10,893.4207' End North: 19,810.6205' East: 10,931.7779' Segment# 12: Curve Length: 52.19' Radius: 250.00' Delta: 11 °57'41 " Tangent: 26.19' Chord: 52.10' Course: N450 52' 57"W Course In: S501 05' 53"W Course Out: N380 08' 13"E RP North: 19,650.2515' East: 10,739.9920' End North: 19,846.8858' East: 10,894.3778' Segment# 13: Line Course: N5 P 51' 47"W Length: 24.65' North: 19,862.1082' East: 10,874.9897' Segment# 14: Curve Length: 35.14' Radius: 25.00' Delta: 80132'00" Tangent: 21.18' Chord: 32.32' Course: NI I' 35' 47"W Course In: N381 08' 13 "E Course Out: N61 ° 19' 47"W RP North: 19,881.7717' East: 10,890.4283' End North: 19,893.7659' East: 10,868.4934' Segment# 15: Curve Length: 108.62' Radius: 431.00' Delta: 14°26'24" Tangent: 54.60' Chord: 108.34' Course: N21127' 01 "E Course In: N611 19' 47"W Course Out: S75° 46' 11 "E RP North: 20,100.5461' East: 10,490.3361' End North: 19,994.5978' East: 10,908.1111' Segment# 16: Line Course: N14° 13' 49"E Length: 371.67' North: 20,354.8633' East: 10,999.4749' Segment# 17: Line Course: S89° 34' 05"E Length: 803.66' North: 20,348.8047' East: 11,803.1120' Perimeter: 3,080.02' Area: 585,305.40Sq.Ft. Error Closure: 0.0172 Course: S38155' 16"E Error North :-0.01337 East: 0.01080 Precision 1: 179,070.35 Parcel Name: blocks - 6 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:19,756.7525' East:10,624.3389' Segment# 1: Line Course: S21° 17' 42"E North: 19,698.9857' Length: 62.00' East: 10,646.8554' Segment# 2: Curve Length: 167.13' Radius: 431.00' Delta: 22° 13'04" Tangent: 84.63' Chord: 166.08' Course: S79° 48' 50"W Course In: N21 ° 17' 42"W Course Out: SO' 55' 22"W RP North: 20,100.5583' East: 10,490.3292' End North: 19,669.6142' East: 10,483.3880' Segment# 3: Line Course: N891 04' 38"W Length: 378.95' North: 19,675.7171' East: 10,104.4871' Segment# 4: Curve Length: 39.64' Radius: 25.00' Delta: 90151' 13" Tangent: 25.38' Chord: 35.62' Course: S450 29' 45"W Course In: SO' 55' 22"W Course Out: N89° 55' 51 "W RP North: 19,650.7203' East: 10,104.0845' End North: 19,650.7505' East: 10,079.0845' Segment# 5: Line Course: NO' 04' 09"E Length: 112.01' North: 19,762.7604' East: 10,079.2197' Segment# 6: Curve Length: 38.90' Radius: 25.00' Delta: 89°08'47" Tangent: 24.63' Chord: 35.09' Course: S44130' 15"E Course In: S891 55' 51 "E Course Out: SO' 55' 22"W RP North: 19,762.7303' East: 10,104.2197' End North: 19,737.7335' East: 10,103.8171' Segment# 7: Line Course: S89° 04' 38"E Length: 380.62' North: 19,731.6037' East: 10,484.3877' ( egment# 8: Curve Length: 143.09' Delta: 22° 13'04" Chord: 142.19' Course In: NO' 55' 22"E RP North: 20,100.5558' End North: 19,756.7501' Perimeter: 1,322.35' Error Closure: 0.0028 Error North: -0.00245 Precision 1: 472,264.29 Radius: 369.00' Tangent: 72.45' Course: N79° 48' 50"E Course Out: S21° 17' 42"E East: 10,490.3304' East: 10,624.3401' Area: 34,982.23 Sy.Ft. Course: S27° 13' 28"E East: 0.00126 Parcel Name: blocks - 7 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:19,893.7785' East:10,868.4866' QIZ4 Segment# 1: Curve Length: 169.3 F Delta: 22°30'27" Chord: 168.22' Course In: N61 ° 19' 47"W RP North: 20,100.5586' End North: 19,764.7687' Segment# 2: Curve Length: 131.85' Delta: 17131'38" Chord: 131.33' Course In: N38149' 20"W RP North: 20,100.5586' End North: 19,698.9861' Segment# 3: Line Course: N21 ° 17' 42"W North: 19,756.7529' Radius: 431.00' Tangent: 85.76' Course: S39° 55' 26"W Course Out: S38° 49' 20"E East: 10,490.3293' East: 10,760.5258' Radius: 431.00' J ►�f C1ti► Tangent: 66.44'�r3 Course: S59° 56' 29"W Course Out: S21° 17' 42"E East: 10,490.3293' East: 10,646.8555' Length: 62.00' East: 10,624.3390' '1 Se ment# 4: Curve Glr� g Length: 257.83' Delta: 40°02'05" Chord: 252.62' Course In: N21 ° 17' 42"W RP North: 20,100.5586' End North: 19,923.524E ,! 2 Segment# 5: Line Course: S61° 19' 47"E North: 19,893.7785' Perimeter: 682.99' Error Closure: 0.0000 Error North : 0.00000 Precision 1: 682,990,000.00 Radius: 369.00' Tangent: 134.43' Course: N48° 41' 15 "E Course Out: S61 ° 19' 47"E East: 10,490.3293' East: 10,814.0881' Length: 62.00' East: 10,868.4866' Area: 17,328.72Sq.Ft. Course: N90° 00' 00"W East: 0.00000 Parcel Name: blocks - 8 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:20,354.8778' East:10,999.4679' Segment# 1: Line Course: S 14° 13' 49"W North: 19,994.6123' C6 Segment# 2: Curve Length: 108.62' Delta: 14°26'24" Chord: 108.34' Course In: N75° 46' 11 "W RP North: 20,100.5606' End North: 19,893.7804' kZ, Segment# 3: Line Length: 371.67' East: 10,908.1041' Radius: 431.00' Tangent: 54.60' Course: S21 ° 27' 01 "W Course Out: S61° 19' 47"E East: 10,490.3291' East: 10,868.4864' Course: N61 ° 19' 47"W Length: 62.00' North: 19,923.5260' East: 10,814.0879' Segment# 4: Curve Length: 93.00' Radius: 369.00' Delta: 14126'24" Tangent: 46.75' Chord: 92.75' Course: N21 ° 27' 01 "E Course In: N61 ° 19' 47"W Course Out: S75° 46' 11 "E RP North: 20,100.5606' East: 10,490.3291' End North: 20,009.853 F East: 10,848.0065' Segment# 5: Line Course: N140 13' 49"E Length: 356.44' North: 20,355.3560' East: 10,935.6265' Segment# 6: Line Course: S891 34' 05"E Length: 63.84' North: 20,354.8747' East: 10,999.4646' Perimeter: 1,055.58' Area: 28,821.86Sq.Ft. Error Closure: 0.0045 Course: S45° 43' 15"W Error North :-0.00313 East:-0.00321 Precision 1: 234,571.11 Parcel Name: blocks - 9 CUAcr2c<. CU,Y`,-5 Description: Process segment order counterclockwise: False Enable mapcheck across chord: False North:20,023.4907' East:12,316.8636' Segment# 1: Line Course: N43° 24' 17"W North: 20,067.0817' Segment# 2: Line Course: N46° 35' 43"E North: 20,108.3106' Length: 60.00' East: 12,275.6348' Length: 60.00' East: 12,319.2259' Segment# 3: Line Course: S43° 24' 17"E Length: 60.00' North: 20,064.7195' East: 12,360.4547' Segment# 4: Line Course: S46° 35' 43"W Length: 60.00' North: 20,023.4907' East: 12,316.8636' Perimeter: 240.00' Area: 3,600.00Sq.Ft. Error Closure: 0.0000 Course: NO' 00' 00"E Error North : 0.00000 East: 0.00000 Precision 1: 240,000,000.00 Prepared for: Prepared by: San Dorado — Lot 7 Drainage Statement Project No.16017 DBSI, Inc. 6950 W. Morales Place Chandler, AZ 85226 Marum & Associates Engineering, LLC. 2730 E. Broadway Blvd.; Suite 250 Tucson, AZ 85716 ' e � 16245 PAMCK W. MARUM EXPIRES 09-30-18 March 3, 2017 Revised June 12, 2017 INTRODUCTION The OneAz Credit Union facility is planned to be built on Lot 7 of San Dorado -a partially built - out Oro Valley development recorded in Sequence Number 20131760125. Lot 7 is located in the southeast quadrant of the Oracle Road intersection with 1 Sc Avenue. During the San Dorado Master Planning and Platting process a Master Plan for Lot 7 was prepared and runoff calculations were made and approved based on that concept plan. That Lot 7 Master Plan included a 4,500 square foot building with a 36 space parking and access lane (PAAL). Those drainage calculations based on the San Dorado Master Plan (including Lot 7) informed the San Dorado regional drainage improvements which also have been approved by the Town of Oro Valley (TOV) and fully constructed. Those constructed San Dorado improvements (completed in Phases 1-5, G1300006, G1300002) include a storm drain system with storm -water detention/retention and water harvesting features distributed throughout the San Dorado development thereby meeting the requirements for the entire San Dorado development. Because those approved drainage improvements were constructed, neither storm -water detention/retention nor water harvesting are required for development on Lot 7. The OneAz Site Plan slightly differs from that initial Master Plan in a few ways, and only if this planned development would cause an increase in imperviousness over the initial Master Plan would onsite storm water detention/retention and water harvesting then be required to mitigate that increase. The planned Lot 7 improvements as depicted on the OneAz Site Plan do not increase the imperviousness over the initial Master Plan values, and therefore onsite storm -water detention/retention and water harvesting are not required for this planned development. These conditions are described in greater detail in the following. EXISTING CONDITIONS The existing site consists of a graded lot with some entry monument and landscape improvements on the southwest corner of the site. Runoff in response to rainfall enters Lot 7 both as channelized and as storm drain flow. The subject site was partially developed with some utilities including sewer and water service, gas stub, electric conduits/cabinet, and certain drainage improvements. Those drainage improvements include 1) an earthen swale along the Oracle Road frontage that drains towards an area inlet and storm drain pipes along the NW and SW edges of the site; and 2) an onsite storm drain system with two onsite catch basin s that also accept site runoff. Both these onsite storm drains discharge into a storm drain chamber with pipe leaving the site and are part of the greater San Dorado 100-year storm drain system. Refer to the Existing Conditions Drainage map. This drainage map details 4 different onsite catchments denoted with numeric labeling (DA- 1 thru DA-4). Offsite runoff enters the site: A) as channelized flow from Lot 8 — The Villas at San Dorado via two (2) existing 12" pipe culverts under the existing sidewalk northeast of the site (Qloo=3.9 cfs); and B) as pipe flow from a 24-inch storm drain pipe in the SE corner of the site (Qioo=21.9 cfs), and an 18-inch storm drain pipe on the southern site boundary (Qioo=9 cfs). DA- 1 describes the southwest portion of the site that drains to an existing single grate curb inlet catch basin. DA-2 describes the southeast portion of the site that drains to another existing single grate curb inlet catch basin. DA-3 describes the north and northeast portion of the site that drains to a triangular channel parallel with Oracle Road discharging into an area drain inlet with two grates 2 1 P a g e drained by an 18" storm drain pipe. DA-4 describes the northwest portion of the site which includes the monument and landscape features and drains over the sidewalk onto the existing Is' Avenue pavement. This drainage area is described as DA-E in the planned condition. Runoff from the site that enters the existing onsite storm drain system is calculated to be Qloo=6.9 cfs. Under present conditions site runoff (together with offsite inflows) drains southerly away from Lot 7 via two 30-inch pipes as part of the San Dorado Master storm drainage system. PLANNED CONDITIONS The planned site improvements include a new OneAZ credit union building, sidewalks, PAAL, drive thm canopy and landscape. There are nine onsite drainage sub -areas utilized to describe runoff after onsite development is complete. These drainage sub -areas are designated using alpha- numeric labels (i.e., DA-Al). Developed site runoff is more particularly described in the following. Refer to the Planned Conditions Drainage map. DA-A is planned to consist of the sidewalk southeast of and adjacent to the planned OneAz Credit Union building together with the adjacent parking and access lane. DA-A will drain to the existing curb opening catch basin with pavement grate at Concentration Point A (CP-A) located in the southern corner of Lot 7. This CP-A catch basin drains southerly away from Lot 7 via two 30- inch pipes as part of the San Dorado Master storm drainage system. DA-B is planned to consist of the drive through lanes together with parking and access lanes. DA- B will drain to the existing curb opening catch basin with pavement grate (CP-B). This existing catch basin drains southwesterly via two 30-inch pipes as part of the San Dorado Master Lot 7 storm drainage system. DA-133 describes the planned sidewalk east of the new building where runoff concentrates at a curb opening (CP-133) that drains into DA-132, which describes the drive through lanes where runoff concentrates at a curb opening (CP-132) that drains into a landscape island. This landscape island is depressed 4-inches for water harvesting purposes and has a curb opening outlet (CP-B 1) where exiting runoff leaves the landscape island draining onto pavement joining runoff from DA-B, and then flows into the existing catch basin at CP-B. DA-C is planned to consist of the new building and the northwest area of the site that drains into a segment of the existing channel along the northwest frontage, then into a new area drain inlet (CP-C) with outlets to a new 12-inch storm drain pipe connecting to the existing catch basin at CP-B. This drainage area is further described as DA-C1 and DA-C2. DA-C1 describes the new building that drains northwest to a segment of the aforementioned earthen channel, then drains northeasterly via two 8-inch pipe culverts (accounting for 50% flow reduction due to clog) built under a new sidewalk that act as an equalizer pipe where runoff joins runoff from DA-C and into the area drain inlet (CP-C). DA-C2 describes the paved access drive adjacent to the northeast site entrance where runoff drains to a new curb opening (CP-C2) that drains to the northwest via a spillway to the aforementioned area drain inlet (CP-C). DA-D describes the landscape area west of the new building that will drain to a new area drain inlet and drain basin (CP-D). This new inlet will be a dome grate and will be constructed over the 3 1 P a g e existing 18" storm drain pipe along the southwest portion of the site. The existing 18" storm drain pipe upstream of this drain basin will be removed. DISCUSSION OF RESULTS The OneAz Site Plan will have a new building together with associated drive through, parking and access lanes. When compared with the initial San Dorado Master Plan for Lot 7 the planned OneAz improvements are found to result in less site imperviousness than the approved initial Lot 7 Master Plan. The reduction in imperviousness of this OneAz Site Plan when compared with the initial San Dorado Lot 7 Master Plan confirms that because there is no increase in imperviousness there is no requirement for storm -water detention/retention or water harvesting. Nevertheless some onsite water harvesting will be provided electively in the small earthen channel along the northwest site boundary and within the landscape island adjacent to the drive through lanes. The existing San Dorado storm drain system was designed, reviewed and approved by the 'TOV, and constructed in accordance with the overall San Dorado Master Drainage Plan. These existing catch basins and storm drain pipes were located to accomodate a future site concept plan that does not necessarily match the planned improvements as depicted on the OneAZ Site Plan, and therefore certain portions of that existing storm drainage system will be removed. The new OneAZ building is positioned over the existing 18" storm drain pipe in the western portion of the site. A portion of this pipe will be removed and the (2) EF-1 grates from the upstream inlet will be salvaged and reused as the new area drain inlet in the earthen channel north of the planned building. The existing two (2) 30" pipes onsite along the southern property boundary will remain and will be used to convey planned condition runoff and offsite runoff from the site. The approved San Dorado Master Drainage Plan reported that 48.1 cfs would leave Lot 7 via the storm drain system upon full development of the (then) planned condition. Due to a reduction in imperviousness and elective water harvesting, this OneAZ planned condition is computed to have 44.0 cfs leaving Lot 7 via the storm drain upon full development. Enclosures: o Drainage Maps ■ Existing Conditions Drainage map ■ Planned Conditions Drainage Map o Hydrologic Data Sheets ■ Existing Conditions Hydro Data Sheets ■ Planned Conditions Hydro Data Sheets o Inlet Calculations 4 1 P a g e Drainage Maps • Existing Conditions • Planned Conditions 5 1 P a g e Hydrologic Data Sheets • Existing Conditions • Planned Conditions 6 1 P a g e Y PO PG � Qi EXISTING TYPE 4 CATCH BASIN WITH (2) EF-1 GRATES / AND HEADER CURB (NO APRON) LOT 5 SAN DORADO /..:y EXISTING 18" STORM DRAIN Ay EX. CULVERTS (2) 12 PVC EXISTING TYPE 3 CATCH BASIN o 40' 80' WITH 8' WING scAZ/'=40' EX. DA-3 _ EX. DA-2 �P LOT 7 . SAN nORAnn ---EXISTING TYPE 5 CATCH BASIN WITH (1) EF-1 GRATE -EXISTING 18" STORM DRAIN Q100=9 cfs LOT 8 SAN DORADO `-EXISTING TYPE 5 CATCH BASIN WITH (1) EF-1 GRATE EXISTING (2) 30" HDPE STORM DRAIN A B C 1 WATERSHED AREA (acres) Q100 (cfs) 2 EX-DA-1 0.3 2 3 EX-DA-2 0.2 1 4 _; EX-DA-3* 0.6 3.9 5 EX-DA-4 0.1 0.4 *THIS CATCHMENT AREA ALSO RECEIVES Q100=3.9 CFS FROM OFFISTE LEGEND - CONCENTRATION POINT WATERSHED BOUNDARY HYDRAULICALLY LONGEST WATERCOURSE LOT 7 SAN DORADO Existing Conditions Drainage Map MARUM & ASSOCIATES ENGINEERING. INC. FX rl II VFRTq ING 18" d DRAIN 7.7 cfs STING TYPE 3 CATCH BASIN 'H 8' WIN G oo =14.2 cfs K. 24" HDPE � DRAIN 3" \IN CH BASIN ) REMAIN PE STORM DRAIN 0 40' BO' SC%L 1 ' 40 ' WATERSHED AREA (acres) Q100 (cfs) DA—A 0.3 2.7 DA—B 0.3 2.8 DA-61 0.1 0.3 DA-132 0.1 0.6 DA-133 0.05 0.4 DA—C* 0.1 0.9 DA—Cl 0.1 1.1 DA—C2 0.1 0.4 DA—D 0.1 0.3 DA—E 0.1 0.4 *THIS CATCHMENT AREA ALSO RECEIVES Q100=3.9 CFS FROM OFFISTE LEGEND • CONCENTRATION POINT WATERSHED BOUNDARY HYDRAULICALLY LONGEST WATERCOURSE LOT 7 SAN DORADO Planned Conditions Drainage Map STORM DRAIN MARUM & Assoc IATF_S ENGINEERING. LLI. HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District HIR-0t D 4 4 T 4 f# fi Client: - Pre ared b SMT Project Name: OneAZ Concentration Point: E� Watershed Area: 0.3 DA-1 ac p y Date: 2/27/2017 Job #: 16017 Watershed Type: Undeveloped -Valley Watercourse Data By Reach Reach No. Height (Hi) Length (Li) Slope Si Basin Factor (Nb) 1 1.6 106 0.0151 .030 Length of Watercourse (Lc): 106 Length to Cen. of Gravity (Lca): 53 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0151 feet Weighted Basin Fac.: 0.030 Veg. Cover Density: 5 RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyue Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 85. 88.8 0.607 C 0 0.000 D 0 0.000 Imp. 5 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.625 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 6.68 in/hr PEAK DISCHARGE: 2.0 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.10 0.2 5-year 0.23 0.5 10-year 0.35 0.7 25-year 0.55 1.1 50-year 0.75 1.5 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District nine r mow* F= Client: Prepared by: SMT Project Name: OneAZ Date: 2/27/2017 Concentration Point: Existing-DA-2 Job #: 16017 Watershed Area: 0.2 ac Watershed Type: Undeveloped -Valley Watercourse Data By Reach Reach No. Height (1-10 Length Li Slope Si Basin Factor (Nb) 1 0.6 71 0.0085 .030 Length of Watercourse (Lc): 71 Length to Cen. of Gravity (Lca): 36 Veg. Cover Type(s): Desert Brush feet feet Mean Slope: 0.0085 Weighted Basin Fac.: 0.030 Veg. Cover Density: 1 RETURN PERIOD: 100-years U�O Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 duration: 5-min 10-min 15-min 30-min 60-min 2_hr 33=hr 66=hr 12-hr 24-hr 'oint Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 kreal Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Type Percent Curve # (CN) Adi. Curve # (CN*) Runoff Coef. (C) B 100 85. 88.8 0.607 C 0 0.000 D 0 0.000 Imp. 1 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.611 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 6.53 in/hr PEAK DISCHARGE: 1.0 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.10 0.1 5-year 0.23 0.2 10-year 0.35 0.3 25-year 0.55 0.5 50-year 0.75_ 0.7 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District t lFiICONiR1Tt. p��rar�r Client: Prepared by: SMT Project Name: OneAZ Date: 2/27/2017 Concentration Point: Existing-DA-3 Job #: 16017 Watershed Area: 0.6 ac Watershed Type: Undeveloped -Valley Watercourse Data By Reach Reach No. Height Hi Len h Li Slope Si Basin Factor (Nb) 1 3.4 185 0.0184 .030 2 0.5 93 0.0054 .030 Length of Watercourse (Lc): 278 Length to Cen. of Gravity (Lca): 139 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0111 feet Weighted Basin Fac.: 0.030 Veg. Cover Density: 1 RETURN PERIOD: 100-years �o Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Area] Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 85. 88.8 0.607 C 0 0.000 D 0 0.000 Imp. 1 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.611 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 6.53 in/hr PEAK DISCHARGE: 3.9 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.10 0.4 5-year 0.23 0.9 10-year 0.35 1.4 25-year 0.55 2.2 50-year 0.75 3.0 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District Client: Prepared by: SMT Project Name: OneAZ Date: 2/27/2017 Concentration Point: Existing-DA-4 Job #: 16017 Watershed Area: 0.1 ac Watershed Type: Undeveloped -Valley Watercourse Data By Reach Reach No. Height (Hi) Length Li Slo a Si Basin Factor (Nb) 1 1.3 56 0.0232 .030 Length of Watercourse (Lc): 56 feet Mean Slope: 0.0232 Length to Cen. of Gravity (Lca): 50 feet Weighted Basin Fac.: 0.030 Veg. Cover Type(s): Desert Brush Veg. Cover Density: 40 RETURN PERIOD: 100-years Rainfall Depths: NOAAAtlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr 3oint Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 kreal Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 81. 85.85 0.528 C 0 0.000 D 0 0.000 Imp. 10 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.571 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 6.10 in/hr PEAK DISCHARGE: 0.4 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.15 0.1 5-year 0.28 0.1 10-year 0.40 0.2 25-year 0.60 0.3 50-year 0.80 0.3 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District itL g Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-A Watershed Area: 0.3 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Hei hg t (Hi) Length Li Slope Si Basin Factor (Nb) 1 1.1 58 0.0190 .018 2 0.8 24 0.0333 .018 3 0.8 90 0.0089 .018 Length of Watercourse (Lc): 172 Length to Cen. of Gravity (Lca): 86 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0130 feet Weighted Basin Fac.: 0.018 Veg. Cover Density: 20 RETURN PERIOD: 100-years Rainfall Depths: NOAAAtlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Type Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 83. 87.32 0.567 C 0 0.000 D 0 0.000 Imp. 70 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.841 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 8.98 in/hr PEAK DISCHARGE: 2.7 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.7 5-year 0.35 1.0 10-year 0.50 1.4 25-year 0.70 1.9 50-year 0.90 2.4 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District iloQ+t 'At"F.j96I.CT Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-B Watershed Area: 0.3 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height Hi Length Li Slope Si Basin Factor (Nb) 1 1.5 152 0.0099 .018 Length of Watercourse (Lc): 152 Length to Cen. of Gravity (Lca): 76 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0099 feet Weighted Basin Fac.: 0.018 Veg. Cover Density: 20 RETURN PERIOD: 100-years 70 Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil TWe Percent Curve # (CN) Adi. Curve # (CN*) Runoff Coef. (C) B 100 83. 87.32 0.567 C 0 0.000 D 0 0.000 Imp. 70 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.841 Time of Concentration: 5.0 Rainfall Intensity (i) @ Tc: 10.68 Runoff Supply Rate (q) @ Tc: 8.98 PEAK DISCHARGE: 2.8 PC -Hydro, Ver 5.4.3 min in/hr in/hr CA Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.7 5-year 0.35 1.0 10-year 0.50 1.4 25-year 0.70 2.0 50-year 0.90 2.5 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District Fltl4#C�itRtlt 4 ! 4 rA M d 7' Client: Prepared by: SMT Project Name: OneAZ Date: 2/27/2017 Concentration Point: Planned DA-131 Job #: 16017 Watershed Area: 0.1 ac Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height (1-10 Length (Li) Slo a Si Basin Factor (Nb) 1 0.6 84 0.0071 .030 Length of Watercourse (Lc): 84 Length to Cen. of Gravity (Lca): 42 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0071 feet Weighted Basin Fac.: 0.030 Veg. Cover Density: 30 RETURN PERIOD: 100-years Rainfall Depths: NOAAAtlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 82. 86.66 0.549 C 0 0.000 D 0 0.000 Imp. 10 99. 99. 0.958 Weighted Runoff Coe£ (Cw): 0.590 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 6.30 in/hr PEAK DISCHARGE: 0.3 CA PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year _ 0.25 0.1 5-year 0.35 0.1 10-year 0.50 0.2 25-year 0.70 0.2 50- ear 0.90 0.3 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District liQf�i ��srnrcr Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-B2 Watershed Area: 0.1 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height (Hi) Length Li Slope Si Basin Factor (Nb) 1 0.8 80 0.0096 .018 Length of Watercourse (Lc): 80 Length to Cen. of Gravity (Lca): 40 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0096 feet Weighted Basin Fac.: 0.018 Veg. Cover Density: RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adi. Curve # (CN*) Runoff Coef. (C) B 100 87. 90.27 0.650 C 0 0.000 D 0 0.000 Imp. 95 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.942 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 10.07 in/hr PEAK DISCHARGE: 0.6 CA PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.2 5-year 0.35 0.2 10-year 0.50 0.3 25-year 0.70 0.4 50- ear 0.90 0.5 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District it#?(11CUfilI(�li: Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-133 Watershed Area: 0.0 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height (1-10 Len tg h (Li) Slope Si Basin Factor (Nb) 1 0.5 57 0.0093 .018 Length of Watercourse (Lc): 57 Length to Cen. of Gravity (Lca): 29 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0093 feet Weighted Basin Fac.: 0.018 Veg. Cover Density: 10 RETURN PERIOD: 100-years 70 Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 85. 88.8 0.607 C 0 0.000 D 0 0.000 Imp. 80 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.888 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 9.48 in/hr PEAK DISCHARGE: 0.4 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.1 5-year 0.35 0.1 10-year 0.50 0.2 25-year 0.70 0.3 50- ear 0.90 0.3 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District +cir ssui Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-C Watershed Area: 0.1 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height Hi Len h Li Slope Si Basin Factor (Nb) 1 0.5 36 0.0131 .030 2 2.2 18 0.1217 .030 3 0.3 55 0.0047 .030 Length of Watercourse (Lc): 109 Length to Cen. of Gravity (Lca): 55 Veg. Cover Type(s): Desert Brush feet feet Mean Slope: 0.0087 Weighted Basin Fac.: 0.030 Veg. Cover Density: 30 RETURN PERIOD: 100-years 1/0 Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr 'oint Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 kreal Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Type Percent Curve # (CN) Adi. Curve # (CN*) Runoff Coef. (C) B 100 82. 86.66 0.549 C 0 0.000 D 0 0.000 Imp. 15 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.611 Time of Concentration: 5.0 Rainfall Intensity (i) @ Tc: 10.68 Runoff Supply Rate (q) @ Tc: 6.52 PEAK DISCHARGE: 0.9 PC -Hydro, Ver 5.4.3 min in/hr in/hr cfs Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.2 5-year 0.35 0.3 10-year 0.50 0.5 25-year 0.70 0.6 50-year 0.90 0.8 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-Cl Watershed Area: 0.1 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height Hi Length (Li) Slope Si Basin Factor (Nb) 1 0.1 81 0.0012 .018 2 2.7 25 0.1080 .030 3 0.2 37 0.0059 .030 Length of Watercourse (Lc): 143 Length to Cen. of Gravity (Lca): 72 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0025 feet Weighted Basin Fac.: 0.023 Veg. Cover Density: 30 RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 82. 86.66 0.549 C 0 0.000 D 0 0.000 Imp. 50 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.754 Time of Concentration: 5.0 Rainfall Intensity (i) @ Tc: 10.68 Runoff Supply Rate (q) @ Tc: 8.05 PEAK DISCHARGE: 1.1 PC -Hydro, Ver 5.4.3 min in/hr in/hr cfs Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.3 5-year 0.35 0.4 10-year 0.50 0.6 25-year 0.70 0.8 50-year 0.90 1.0 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District #t 1�1 1 _ AU Client: - - Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-C2 Watershed Area: 0.1 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height Hi Length Li Slope Si Basin Factor (Nb) 1 0.1 40 0.0025 .030 2 0.7 30 0.0233 .018 Length of Watercourse (Lc): 70 Length to Cen. of Gravity (Lca): 35 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0049 feet Weighted Basin Fac.: 0.025 Veg. Cover Density: 10 RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Area] Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Twe Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 85. 88.8 0.607 C 0 0.000 D 0 0.000 Imp. 60 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.818 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 8.73 in/hr PEAK DISCHARGE: 0.4 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.1 5-year 0.35 0.2 10-year 0.50 0.2 25-year 0.70 0.3 50-year 0.90 0.4 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District is 4t i R 1 4 T Client: Prepared by: SMT Project Name: OneAZ Concentration Point: Planned DA-D Watershed Area: 0.1 ac Date: 2/27/2017 Job #: 16017 Watershed Type: High Density Urbanized Watercourse Data By Reach Reach No. Height (Hi) Length (Li) Slope Si Basin Factor (Nb) 1 0.5 70 0.0076 .030 Length of Watercourse (Lc): 70 Length to Cen. of Gravity (Lca): 35 Veg. Cover Type(s): Desert Brush feet feet Mean Slope: 0.0076 Weighted Basin Fac.: 0.030 Veg. Cover Density: 40 RETURN PERIOD: 100-years 1/0 Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 3uration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr 3oint Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 kreal Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coef. (C) B 100 81. 85.85 0.528 C 0 0.000 D 0 0.000 Imp. 20 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.614 Time of Concentration: 5.0 Rainfall Intensity (i) @ Tc: 10.68 Runoff Supply Rate (q) @ Tc: 6.56 PEAK DISCHARGE: 03 PC -Hydro, Ver 5.4.3 min in/hr in/hr cfs Lesser Return Periods Return Period Ratio eak 2-year 0.25 0.1 5-year 0.35 0.1 10-year 0.50 0.2 25-year 0.70 0.2 50- ear 0.90 0.3 HYDROLOGIC DATA SHEET FOR PIMA COUNTY FLOOD PEAK PROCEDURE Pima County Regional Flood Control District s Ft1tCt1111'OI A tir� i.�7 Client: Prepared by: SMT Project Name: OneAZ Date: 2/27/2017 Concentration Point: Planned-DA-E Job #: 16017 Watershed Area: 0.1 ac Watershed Type: Undeveloped -Valley Watercourse Data By Reach Reach No. Hei ht (1-10 Len tg h (Li) Slope Si Basin Factor (Nb) 1 1.3 56 0.0232 .030 Length of Watercourse (Lc): 56 Length to Cen. of Gravity (Lca): 50 Veg. Cover Type(s): Desert Brush feet Mean Slope: 0.0232 feet Weighted Basin Fac.: 0.030 Veg. Cover Density: 40 RETURN PERIOD: 100-years Rainfall Depths: NOAA Atlas 14 (90% UCL) @ Latitude: 32.4000 Longitude: 110.9500 Duration: 5-min 10-min 15-min 30-min 60-min 2-hr 3-hr 6-hr 12-hr 24-hr Point Values (in) 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Areal Values in 0.89 1.35 1.67 2.25 2.79 3.13 3.30 3.62 3.95 4.62 Soils Data Soil Tyne Percent Curve # (CN) Adj. Curve # (CN*) Runoff Coe£ (C) B 100 81. 85.85 0.528 C 0 0.000 . D 0 0.000 Imp. 10 99. 99. 0.958 Weighted Runoff Coef. (Cw): 0.571 Time of Concentration: 5.0 min Rainfall Intensity (i) @ Tc: 10.68 in/hr Runoff Supply Rate (q) @ Tc: 6.10 in/hr PEAK DISCHARGE: 0.4 cfs PC -Hydro, Ver 5.4.3 Lesser Return Periods Return Period Ratio eak 2-year 0.15 0.1 5-year 0.28 0.1 10-year 0.40 0.2 25-year 0.60 0.3 50-year 0.80 0.3 Inlet Calculations 7 1 P a g e r., 'pro- D jrv& avle4 (jr^M N7le+ Nyloplast 12" Dome Grate Inlet Capacity Chart 2.75 2.50 2.25 2.00 1.75 1'(95 1.50 1.00 0.75 0.50 0.25 0.00 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00 1.05 1.10 Head (ft) Onp. Nylii last` 3130 Verona Avenue • Buford, GA 30518 (866) 888-8479 / (770) 932-2443 • Fax: (770) 932-2490 0 Nyloplast Inlet Capacity Charts June 2012 Capacity of a Grate Inlet in a Sag Pima County Standard Manual for Drainage Design and Floodplain Management Section 10.6 Q = Rate of inflow into the grate opening (cfs) P9 = Perimeter of grate opening (ft) Y = Depth of flow over the grate (ft) A = Open area of grate (do For Weir Flow = 3.OP YY egn 10.10 9 For Orifice Flow Q= 5.35AY12 egn10.11 length of l Cl�p#1 Grate T e3of ( 2 grans width of (ft) each Pg (ft) Q (cfs) grate rate ft Ate a'ratri [rlet 1,3E :0:34 1. � 2 3.33 10.66 6.3 install 2 grates for clog factor F y... MARUM & ASSOCIATES ENGINEERING, INC. Capacity of a Curb Opening in a Sag Pima County Standard Manual for Drainage Design and Floodplain Management Section 10.6 Q= 2.3 LY COT Eq. 10.14 Q= Rate in inflow (cfs) L= length of opening (ft) Y=flow depth(ft) DA Q cfs Y ft L ft Lx1.5 clog ft Design Curb Opening DA-81 1.3 0.33 3.0 4.5 use 3' opening with curb terminals. Outflow will overtop curb. Curb Opening DA-62 0.6 0.2 2.9 no clog on pvmt use Yopening with curb terminals Curb Opening DA-133 0.4 0.3 1.1 1.6 use 18" opening with curb termimals Curb Opening DA-C2 0.4 0.3 1.1 1.6 use 2' o enin MARtIm fi ASSOCIATES E:NGINFrWNG, INC. _, . a Combination Grate & Curb Opening Inlet Catch Basin Analysis Pima County/City of Tucson Standard Manual for Drainage Design and Floodplain Management Capacity of a Grate Inlet in a Sag = 3.0Pg YY eqn 10.10 Capacity of a Curb Opening Inlet in a Sag Q_ 2•2 %V 2 egn10.14 Q = Rate of Inflow (cfs) P9 = Perimeter of grate opening (ft) (not alongside curb) Y= Flow Depth (ft) L= length of curb inlet (ft) Grate # of width of Total Length ofPg Location Type Y (ft) grates grate (ft) grate(s) or curb (ft) Q (cfs) opening (ft) Ex -catch basin B I EF-1 1 0.5 1 1 1 2 1 3.33 17.331 7.8 Ex -catch basin B 0.5 1 3.33 1 2.2 Q= 9.9 Q100 inflow = 3.8 check 9.9 > 3.8 Grate # of width of Total Length of Pg Location Type Y (ft) grates grate (ft) grate(s) or curb (ft) Q (cfs) opening (ft) Ex -catch basin A 1 EF-1 1 0.5 1 1 1 2 1 3.33 17.331 7.8 Ex -catch basin A 0.5 1 8.74 1 5.7 Q= 13.5 Q100 inflow = 2.7 check 13.5 > 2.7 .log factors applied per section 10.6.9 being 1 x for grate and 1.25 x for curb inlet capacity of grate inlet capacity of curb inlet Total capacity of combination inlet clog factors applied per section 10.6.9 being 1 x for grate and 1.25 x for curb inlet capacity of grate inlet capacity of curb inlet Total capacity of combination inlet MARUM & AssoctA7ss ENGINEERING. INC. Title Security Agency, LLC SCHEDULE A FOURTH AMENDED No. 5585786 MAR 13 1017 ESCROW/CLOSING INQUIRIES should be directed to your Escrow Officer: 3anice Saunders Address Reference: Capri North Oro Valley, AZ Effective Date: February 15, 2017 at 7:30 a.m. 1. Policy or (Policies) to be issued: ALTA 2006 Extended Owner's Policy for $13,715,000.00 Proposed Insured: Meritage Homes of Arizona, Inc., an Arizona Corporation 2. The estate or interest in the land described or referred to in this commitment and covered herein is fee simple and title thereto is at the effective date hereof vested in: Capri Company L.L.C. an Arizona limited liability company 3. Title to the estate or interest in the land upon issuance of the policy shall be vested in: Meritage Homes of Arizona, Inc., an Arizona Corporation 4. The land referred to in this Commitment is located in Pima County, AZ and is described as: SEE EXHIBIT "A " ATTACHED HEREIN Title officer: David Riley @ (520)577-8707x251. Pages 1 through 5 of this document consist of the Title Insurance Commitment contract and our Privacy Policy. Page 6 b�#ibbb 17 No. 5585786 EXHIBIT "A" That portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, more particularly described as follows: COMMENCING at the Northwest corner of said section 6 from which the West quarter corner of said Section 6 bears S 00004'09" W (basis of bearings), a distance of 2629.21 feet; THENCE S 89034'05" E, along the North line of the Northwest quarter of said Section 6; a distance of 75.00 feet to the East right-of-way line of First Avenue and the POINT OF BEGINNING; THENCE continue S 89034'05" E, continuing along said South line, a distance of 2508.45 feet to the North quarter corner thereof; THENCE S 00015'43" E, along the mid -section line, a distance of 2593.71 feet to the North right-of-way line of Palisades Road; THENCE N 89021'41" W, along said North line, a distance of 1896.12 feet to the beginning of a tangent curve concave to the Northeast; THENCE continue along said North line, along said curve to the right having a radius of 591.62 feet, a central angle of 2302547", the chord of which bears N 7703847" W, a distance of 240.25 feet, for an arc length of 241.93 to a point of tangency; THENCE N 6602749" W, continuing along said North line, a distance of 133.49 feet to the beginning of a tangent curve concave to the Southwest; THENCE continue along said North line, along said curve to the left having a radius of 681.62 feet, a central angle of 19026'58", the chord of which bears N 76011'18" W, a distance of 230.27 feet, for an arc length of 231.38 to a point of reverse curvature; THENCE along said reverse curve to the right having a radius of 50.00 feet, a central angle of 85027'03", the chord of which bears N 43011'15" W, a distance of 67.85 feet, for an arc length of 74.57 to the East right-of-way line of First Avenue; THENCE N 00004'09" E, along said East right-of-way line, a distance of 2382.32 feet to the POINT OF BEGINNING. Page 7 t0boufttAq 041[19N Title Security Agency, LLC SCHEDULE B FOURTH AMENDED PART TWO: No. 5585786 1. Taxes for the full year of 2017. (The first half is due October 1, 2017 and is delinquent November 1, 2017. The second half is due March 1, 2018 and is delinquent May 1, 2018.) 2. Any charge upon said land by reason of its inclusion in Central Arizona Water Conservation District. (All assessments due and payable are paid.) 3. Reservations or Exceptions in Patents, or in Acts authorizing the issuance thereof. 4. All matters as set forth in Resolution No. 14, recorded October 18, 1995 as Docket 10151, Page 2154. 5. All matters as set forth in Resolution No. (R) 05-107, recorded December 01, 2005 as Docket 12691, Page 3873. 6. DELETED INTENTIONALLY 7. DELETED INTENTIONALLY 8. An easement for drainageway and incidental purposes, recorded as Docket 8326, Page 1676. 9. An easement for sewer and incidental purposes, recorded as Docket 8616, Page 1200 and re- recorded in Docket 8646, Page 1026. 10. DELETED INTENTIONALLY 11. DELETED INTENTIONALLY 12. An easement for ingress, egress and incidental purposes, recorded as Docket 9307, Page 1298. 13. An easement for electrical and communication and incidental purposes, recorded as Docket 9376, Page 479. 14. An unrecorded lease dated October 08, 2001, executed by Verizon Wireless (VAW) LLC, dba - Verizon Wireless as lessor and Sprint Spectrum L.P. as lessee, as disclosed by a(n) Memorandum of Site Lease Acknowledgement (Lease) recorded January 22, 2002 as Docket 11720, Page 1081. 15. An unrecorded Option and Agreement to Grant Easement dated June 26, 1991, executed by Capri Company L.L.C., an Arizona limited liability company, as Grantor and Verizon Wireless Page 8 No. 5585786 (VAW) LLC, a Delaware limited liability company d/b/a Verizon Wireless, as Grantee, as disclosed by a(n) Memorandum of Third Amendment To Option And Agreement To Grant Easement recorded February 18, 2010 as Docket 13748, Page 786. 16. DELETED INTENTIONALLY 17. The rights of parties in possession by reason of any unrecorded lease or leases or month to month tenancies affecting any portion of the within described property. NOTE: This matter will be more fully set forth or deleted upon compliance with the applicable requirement(s) set forth herein. 18. Water rights, claims or title to water, whether or not shown by the public records. 19. An easement for temporary construction and incidental purposes, recorded as 2016-2460514 of Official Records. End of Schedule B Page 9 No. 5585786 Title Security Agency, LLC FOURTH AMENDED Compliance with A.R.S. 11-480 relative to all documents to be recorded in connection herewith. See note at end of this section for details. 2. All of 2016 taxes are paid in full. NOTE: Taxes are assessed in the total amount of $29,796.35 for the year 2016 under Assessor's Parcel No. 220-06-OO1F 5. 3. Record partial release and reconveyance of a Deed of Trust securing an original indebtedness in the amount of $1,492,487.00, recorded February 19, 2008 as Docket 13245, Page 4196. Dated: January 15, 2008 Trustor: Capri Company LLC., an Arizona limited liability company Trustee: Fidelity National Title Agency Inc. Beneficiary: John Kai, Jr., LLC, as to an undivided 36.85% interest, Herbert Kai, as to an undivided 36.26% interest, Kai Farms, partnership, as to an undivided 7.74% interest, Avra Plantations Inc., an Arizona corporation, as to an undivided 7.07% interest, The Kai Children Irrevocable Trust K-2 u/a/d/ December 23, 1976, as to an undivided 6.78% interest and 5KG Investment Company, LLC., an Arizona limited liability company as to an undivided 5.31% interest The beneficial interest in the Deed of Trust was assigned to Kai Children's Irrevocable Trust K-2 U/A/D December 23, 1976 by Assignment recorded March 05, 2008 as Docket 13256, Page 2979. 4. (REQUIREMENT SATISFIED) 5. Furnish copies of any existing leases affecting the within described property and insertion of said leases in Schedule B of the Policy of Title Insurance. 6. The policy liability contemplated by this transaction exceeds our local limit. Underwriting approval must be obtained from First American's state or home office prior to closing. 7. Furnish any amendments to the Articles of Organization filed with the Arizona Corporation Commission, any amendments to the Operating Agreement or changes in membership subsequent to August 31, 2016, relating to Capri Company, L.L.C., a(n) Arizona limited liability company. 8. (REQUIREMENT SATISFIED) 9. Approval by all parties to this transaction of the description used herein. Page 10 No. 5585786 10. Record Warranty Deed from Capri Company L.L.C. an Arizona limited liability company to Buyer(s). NOTE: If this will be other than a Cash Transaction, notify the title department prior to close and additional requirements will be made. 11. Return to title department for final recheck before recording. NOTE: In connection with Arizona Revised Statutes 11-480, as of January 1, 1991, the County Recorder may not accept documents for recording that do not comply with the following: a. Print must be ten -point type or larger. b. A margin of two inches at the top of the first page for recording and return address information and margins of one-half inch along other borders of every page. C. Each instrument shall be no larger than 8-1/2 inches in width and 14 inches in length. The map attached, if any, may or may not be a survey of the land depicted hereon. Title Security Agency, LLC expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of the title insurance policy, if any, to which this map is attached. DISCLOSURE NOTE: In the event any Affidavit required pursuant to A.R.S. § 33-422 has been, or will be, recorded pertaining to the land, such Affidavit is not reflected in this Commitment nor will it be shown in any policy to be issued in connection with this Commitment. Good Funds Law Arizona Revised Statutes Section 6-843 regulates the disbursement of escrow funds by an escrow agent. The law requires that funds be deposited in the escrow agent's escrow account and available for withdrawal prior to disbursement. Funds deposited with the Company by wire transfer may be disbursed upon receipt. Funds deposited with the Company in the form of cashier's checks, certified checks or teller's checks, or checks which are made by an affiliate of a state or federally regulated depository institution when the check is drawn on that institution, may be disbursed the same day as deposited. If funds are deposited with the Company by other methods, recording and/or disbursement may be delayed. End of Requirements Page 11 ASSESSOR'S zzo-os 220-06 220-07 FORMERLY RECORD SECTION �� MAP 06, TOWNSHIP 12 SOUTH,; VEST 5249.64' RANGE 14 EAST 0) i 203-68 NOW CAT SHADOWS 2 ESTATES I PHASE 4 LOTS B/02 90, CA -A- (220-05) i i 8 4410, L AFrAll ! BMW 51 p d p/no t duty LOT 7 ossellhlssor V ' C.$ 2010-2 \T12S\R14E\506- 12/20/09 yyy ma 100JC CPA" 54 DL.Y. N 69d 39' v Qyrg�p► 0 300 600 900 1200 52R0' (GLm'1" ' FEET ® � 6 r m�• O �-S)or01, e4oar ®� 99 t Lm s Lora for BIG WASH Im 1 79.Z9 AC. �O.Zr AG + 49.IS AC EBY 3�%I�KPB�� AC. CATALiNA SHADOWS ESTATES � N IATsea—s4o R R � lAR 0 19AZ AC. 41/24 M&P CATALINA SHADOWS (22Q—o5) RESUBDIVISION LOTS 1-169 a•6R16r L�27128' 42/BO M&P ' pv (220—D5) !. R �9L62' 12 �t41.93' ! A 655.56• PALISADES a o� I DINT �e vs slo © I � Q (zz or) LOTS IO_88. 3/9 99.EE AC. 45/048 � � iddcP , �p 2 U U 00 J 00 No. 5585786 Title Security Agency, LLC AFFILIATION DISCLOSURE Pursuant to ARS 6-840 This is to give notice that Title Security Agency, LLC, a Delaware Limited Liability Company ("Title Security'), has a business relationship with First American Title Insurance Company ("FATCO"), a company that provides title insurance policies. Title Security is also affiliated with and has business relationships with Long Title Agency, LLC ("Long Title', Catalina Title Agency, LLC ("Catalina Title'), and Signature Title Agency, LLC ("Signature Title") to provide title services. Title Security is a title agent for and has business relationships with First American Title Insurance Company, Old Republic National Title Insurance Company and Title Resources Guaranty Company, which underwrite the policies issued by Title Security. Because of these relationships, this referral may provide Title Security with a financial or other benefit. You are not required to use Title Security, Long Title, Catalina Title, Signature Title, First American Title Insurance Company, Old Republic National Title Insurance Company or Title Resources Guaranty Company, as part of the real estate transaction for this subject property. THERE ARE FREQUENTLY OTHER SETTLEMENT SERVICE PROVIDERS AVAILABLE WITH SIMILAR SERVICES. YOU ARE FREE TO SHOP AROUND TO DETERMINE THAT YOU ARE RECEIVING THE BEST SERVICES AND THE BEST RATE FOR THESE SERVICES. The rates for escrow agencies that are also title insurers or title insurance agents are filed with the Arizona Department of Financial Institutions and the escrow agency may not deviate from those filed rates. Title insurance rates are filed with the Arizona Department of Insurance by each title insurer, and the rates are the same for all title insurance issuing agents for each particular insurer. The premium you are charged for your title insurance policy is based upon the purchase price for the property you are purchasing/selling. If you are refinancing, the premium you are charged for your title insurance policy is based upon the loan amount. You may request to review the title insurance rate card which establishes the premium amount from the escrow agent handling your transaction. Page 14 First American Title F. ANN RODRIGUEZ. RECORDER RL('ORDED BY: CML DEPUTY W.0 ORDER 1951 ROOD PG23i ► f:'•TMA CO CLERK" OF' TNF;'� BOARD '1 LIGGON A�! 8570 t 4do -� DOCK ET: 10151 NO. OF PAGES: 15 SEQUENCE: 95159254 ��t o4r 10/18/95 1'tr ti 16: 10:00 P T (,i, UP E;MUUN'r PA I 1) G . 00 RESt ••'.I, PION NO. 14 NORTH FIRST AVENUE SEWER IMPROVEMENT DISTRICT OF PIMA COUNTY, ARIZONA RESOLUTION OF THE BOARD OF DIREC i ORS OF THE NORTH FIRST AVENUE SEWER IMPROVEMENT DISTRICT APPROVING MODIFICATION OF ASSESSMENT NUMBER 216-0011-001 TO 216-0011-009 AND 216-0011.010. WHEREAS, persons claiming to be oil the persons having an interest in the lot designated assessment number 216-0011-001 of the North First Avenue Sewer Improvement District of Pima County, Arizona ("the District") have petitioned this body for a moditic;ation of the foregoing assessment; and WHEREAS, this governing body his considered the platter and has relied on the advice. of its Superintendent of Streets with respect to the improvement constructed and the assessment levi,-d for the District. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE NORTH FIRST AVENUE SEWER IMPROVEMEKT DISTRICT OF PIMA COUNTY, ARIZONA, that: Pursuant to Arizona Revised Statutes 6 48-932 and goA cause appearing therefore, it is hereby ordered that Assessment Number 216-001 I -WI be mob: fiend to assessment numbers 216- 00114M and 216-0011-010, in accordance with the attached p:tition for such modification. PASSED, ADOPTED AND APPROVED ON October 10, 1995 , 1995. F T:r d of Dirr�etprs of North'First wet itliprovemdn(District 10151 2154 Chairman, Boar. cf Di tors of North First Avenue Sewer Improvement District lj First American Title First American Title 0 North first Avenue Sewer Improvement District Resolution No. 13 Page Two CPPROVED AS TO FRM: Bond Counsel I hereby cenify that I have checked the legal description with respect to the modification of the above numbered assessment; and that the modifscatio^ set forth on the attached legal description is acceptable to me. '1'yomas E. Burks Superintendent of Streets BM:dh Attachment: Petition to Modify Assessment Number 216-0011-001. t1eoou,R, 10i51 2155 First American Title First American Title NORTH FIRST AVENUE SEWER IMMOVE14ENT DISTRICT OF pIMA COUNTY, ARIZONA PETITION TO MODUT ASSESSMENT NUMBER 216-Mll-001 TO ASSESSMENT NUMBERS 216.0011-009 AND 216-12411-010 The undersigned, who are the owners of all the property Within Assessment Number 216-0011-001, of the above captioned improvement district, or parsons claiming an interest in the property within Assessment Number 216-0011-001 ir, the above captioned improvement district hereby petition that said Assessment Number 216-0011-001 ba modified by civating Assessment Numbers 216-0011-009 and 216-0011-010. All signatories hereto agree that Assessment Number 216-0011-001 will have a total unpaid principal of S430,295.51 and a total unpaid interest of $96,932.52, for a combined total unpaid balance of $527,228.03 aftei the June 1, 1995, assessment payment. The legal description for the land subject to Assessment Number 216-0011-001 is shown on Exhibit A. All signatories hereto further agree that the modified Assessment Number 216-0011-009 will have unpaid principal and unpaid interest amounts as P nwn on Exhibit B; and that the modified Assessment Number 216-0011-010 will have unpaid principal and unpaid interest amounts as shown on Exhibit C. The legal description for modified Assessment Number 216-001 i-009 is set forth on Exhibit B, and the legal description for modified Assessment Number 216-0011-010 is set forth on Exhibit C. The foregoing modification of assessment is hereby approved and accepted by the following persons who claim interests in the land subject to Assessment Number 216-0011-001 of the North First Avenue Improvement District of Pima County, Arizona: 10151 2156 First American Title First American Title 0 CAPRI COMPANY, L.L.C., an Arizona limited liability company STATE OF ARIZONA ) ) ss COUNTY OF PINTA ) The foregoing instrument was acknowledged before me this IL day of �. 14_3, by - as �. of Capri Co npany, L.L.C.. Notary Public My Commission Expires: orricuL $fit ' LEE FRE,.xFR % Notary Public • ��•� nna I 1 �; PIMA Coujj, tom_ My�omm. Eaphee Ocy. /.::+DS 1 10151 2157 First American Title First American Title KAI CHILDREN'S IRREVOCABLE TRUST. K-2 under trust agmment dated December 23, 1976 BY: Sidney x Felker IT5: Successor Trustee STATE OF ARIZONA ) ) sc COUNTY OF PIMA ) The foregoing instrurrient was acknowledged before me this ,.� day of , �. 19�, by Sidney Lex Felker. as Successor 'trustee of Kai Children's irrevocal le TrustD Notary Public My Commission Expires: ornctat tiva L-91 FRR�AER Notary Pubins • 1•.r,:rana ,. PIMA C0UWiY My Comm. Expires Oct. 4. 3995 10151 2 158 First American Title s First American Title ■ RURAL METRO, INC., an Arizona corporation BY: ITS: STATE OF ARIZONA ) ) ss COUNTY OF PIMA ) The foregoing instrument was acknowledged before me this ��3."`may of �+ t9,& . by ii/1lM PT Fn(riAR� --,as nslcel�l sio -.t/ of Rural Metro, Inc. My Commission Expires. Z159 Notary P,,,*r1c First American Title First American Title FIDELITY NATIONAL TITLE AGENCY, INC., an under that certKin Deed Trust recorded April page 318U. BY: - VIN FRE H ITS SR. TRUST OFFICER STATE OF ARIZONA ) ) ss COUNTY OF PIMA ) Arizona corporation, as Trustee 26, 1994, in Docket 9779 at The foregoing in tru*Went was acknowledged before me this -140day of Agaust 19 95 , by Kevin French A as Senior Trust officer of Fidelity National Title Agency, Inc. _71.4,44 ,-o Lz�a- Notary Public My Commission Expires: '" 'L ,-2 7 y7 MARTHA L HILL Ngi,,V Public • Aftni PIMA CQUMV it �.oniM. [xpltN 10151 2160 First American Title First American Title KAI TRUST U/AID, December 29, 1980 � �^ BY: BY: . 1J�lh• �•- ITS: CO • Tc�dc.,� ITS. G T.�.r E r• ITS: �A~ `1 �-.— ITS: STATE OF ARIZONA ) } ss COUNTY OF PIMA ) The foregoing instrument was aclutowledged before me this Wy day of' � 19 4t , by as as Cu �.- - - by �• by • as by .�.�Dee"ermnber-597,11980-- , asT. of Kai T , U/A/D, Notary"Public My Commission Expires: I016i 2161 First American Title First American Title NATIONAL BANK OF ARIZONA, a national banking associa i 13y: Its: /!f•�.Y . — STATE OF ARIZONA ) COUNTY OF PIMA ) The foregoing instrument was acknowledged before me this L11 day of -'� kr 1995 by _ Doi Ir -h i fe as _ 1. /. of National Bank of Arizona. ldf Nota Public my Commission Expires: ' 40ti6` 2162 First American Title First American Title PALISADES, L.L.C., an Arizona limited liability company By: Its:._ vvu'�� STATE OF ARIZONA COUNTY OF PIMA By:� Its: The foregoing instrument was acknowledged before me this $th day of gPDt h r 1995 by Robert M. Suarez , as Member of Palisades, L.L.C. STACY 88 SHEPHERD - NDTANY PUMA - AVAMW PIMA COUNTY yr Clow. enrw Joe. a. Im My Commission pI. STATE OF ARIZONA COUNTY OF PIMA / �/ The foregoing instrument was acknowledged before me this 8th day of Sept- ber , 1995 by Eleanor U. Suarez , as of Palisades. L.L.C.- O vah SEAL STACY SHEPHERD NDUIIV KIM - A102DNA PIMA COUNTY Nf Cass. [Sirs Jss. !. It" 'n/�IIPI /./.IAA -tJN My Commission Expires• Wm.ri.Iv 10151 2163 First American Title First American Title D! g7I1-. LEGAL DESCRIPTION FOR ASSESSMUff NUMBER 216-0011-001 Parcel-1 A parcel of land in the Northwest Quarter of Section 6, 'Township 12 South, Range 14 East, Gila and Salt River Base and Meridian, Pima County, Arizona, described as follows: Beginning at the, North Quarter comer of said Section 6, being the TRUE POINT OF BEGIN- DING, Thence South W09'44" East along North -South midsection line a distance of 2,593.03 feet to a point on the North right-of-way line of Palisades Road, as recorded in Book 8 at Page 37 Road Maps; Thence North 89°24'45" West along said right-of-wal'.ine a distance of 2,555.56 feet to a point on the East right-of-way line of North First Avenue, recorded in Docket 4781 at Page 260 records of Pima County; Thence North 00"00'35" East along said right-of-way line a distance of 2,584.36 feet to a point on the North line of said Section 6; Thence South 89*361200 Fast along said Section line a distance of 2.547.70 feet to the TRUE POINT OF BEGINNING. Said parcel containing 151.73 aces, nnore or less. Pared-2 A parcel of land lying within the Southwest Quarter of Section 6, Township 12 South, Range 14 East, Pima County, Arizona, described as follows.' Beginning at the center quarter corner of said Section 6, run thence South 00° 10'23" East a distance of 45.00 feet to a point on the South right -of --way line of Palisades Road, as recorded in Book 8 at Page 37 of Roast Maps; said point being the TRUE POINT OF BEGINNING; Thence continue South 00" 10'23" East a distance of 2,592.11 feet to the South Quarter corner of said Section 6; Thence North 89' 12'31" West along the South line of said Section 6, a distance of 2,567.74 feat to a point on the Fast right-of-way line of North First Avenue, recorded in Docket 4781 at Page 260 records of Pima County; 10151 2164 A-1 First American Title First American Title Thence North 00005' 12" East along said right-of-way line a distance of 2,582.83 feet, to a point on the South right-of-way line of Palisades Road; Thence South 89°24'45" East along said right-of-way line a distance of 350.00 feet; Thence South 00" 05' 11" West departing said right-of-way line, a distance of 1,275.00 feet; Thence South 89°24'45" East a distance of 920.00 feet; Thence North 00005111 East a distance of 1,275.00 feet to a point on the South right-of-way line of Palisades Road; Thence South 89"24'45" past along said right-of-way line a distance of 1,295.90 feet to the TRUE POINT OF BEGINNING. Said parcel containing 125.23 acres, more or less. Parcel 1 and 2 oontaining a total of 276.96 acres, more or less. 10151 2165 A-2 First American Title First American Title ASSFSSN ENT" NUMBER 216-0011409 Unpaid principal $428,574.33 Unpaid Interest $96.544.79 Total Unpaid Amount $525,119.12 ftmd--1 A parcel of land in the Norrhwest Quarter of Section 6, Township 12 South, Range 14 East, Gila and Salt River Base and Meridian, Pima County, Arizona, described as follows: Beginning at the North Quarter corner of said Section 6, being the TRUE POINT OF BEGINNING, Thence South 00009.44" East along NorfG-South midsection line a distance of 2,593.03 feet to a point on the North right-of-way line cz Palisades Road, as recorded in Book 8 at Page 37 Road Maps; Thence North 89924'45' West along said right -of --way line a distance of 2,555.56 feet to a point on the East right-of-way line of North First Avenue, recorded in Docket 4781 at Page 260 records of Pima County; Thence North 00°00'35" Past along said right-of-way line a distance of 2,584.36 feet to a point on the North fine of said Section 6; Thence South 89036'20" But along said Section fine a distance of 2,547.10 feet to the TRUE POINT OF BEGINNING. PAW& Z A parcel of land lying within the Southwest Quarter of Section 6, Township 12 South, Range 14 East, Pima County, Arizona, described as follows: B.ginni ng at the center quarter, corner of said Section 6, run thence South 00010'23" East a distance of 45.00 feet to a point on the South right -of *ay line of Palisades Road, as recorded in Book 8 at Page 37 of mad maps; said point being the TRUE POINT OF BEGINNING; Thence continue South 00° 10'23" East a distance of 2,592.I t feet to the South Quarter corner of said Section 6; 10151 2166 B-1 First American Title First American Title 1p . •. Thence North 89°1231" West along the South line of said Section 6, a distance of 2,567.74 feet to a point on the East right-of-way line of North First Avenue, recorded in Docket 4781 at Page 260 records of Pima County; Thence North 00°05' 12" East along said right-of-way line a distance of 2,582.83 feet, to a point on the South right -of --way line of Palisades Road; Thence South 89°24'45" East along said right-of-way line a distance of 350.00 feet; Thence South 00005' 11" W-st departing said right-of-way line, a distance of 1,275.00 feet; Thence South 89°24'45" East a distance of 920.00 feet; Thence North 00005' 11" East a distance of 1,275.00 feet to a point on the South right-of-way line of Palisades Road; Thence South 89°24'45" East along said tight -of -way line a distance of 1,285.90 feet to the TRUE POINT OF BEGINNING. Excluding that parcel described as fellows: BEGINNING at the West one -quarter corner of said Section; Thence South 89°25'53" East, along the West one -quarter line of said Section, said line also being the centerline of Palisades Road as recorded in Book 8, Page 37 of Road Maps in the Office of the Pima County, Arizona, Recorder, a distance of 400.00 feet; Thence South 00°04'05" West, a distance of 45.00 feet to a point on the South right-of-way line of said Palisades Road, said point being THE TRUE POINT OF BEGINNING; Thence South 00°04'05" West, a distance of VS.00 feet; Thence North 89°25'53" West, a distance of 350.00 feet to a point in the East right-of-way line of North First Avenue, said right-of-way line being fifty feet (50') East of and Parallel with the West line of said Section 6; said right-of-way line having been established by Book 7, Page 83 Road Maps in said Reconler's Office; 'thence North 00°04'05" East, a distance of 135.00 feet to a point of intersection of the East right-of-way line of North First Avenue and the South right -of- way line of said Palisades Road; Thence South 89°25'53" East, along said South right-of-way line, a distance of 350.00 feet to THE TRUE POINT OF BEGINNING. 10151 2167 B-2 First American Title First American Title EXHIBIT C ASSESSMENT NUMBER 216-0011-010 Unpaid Principal $1,721.18 Unpaid Interest S . Total Unpaid Amount $2,108.91 All of that portion of the Southwest Quarter of Section 6, Township 12 South, Range 14 East, Gila and Salt River Base and Meridian, Pima County, Arizona, said parcel being more pardculptly dsecribed as follows to wit: BEGINNING at the West one -quarter corner of said Section 6; Thence South 89°25153" East along the West one -quarter line of said Section, said line also ' •ing the centerline of Palisades Road as recorded in Book 8, Page 37 of Road Maps in the Gffice of the Pima County, Arizona Recorder, a dista= of 400.00 feet; Thence South 00"04'05" West, a distance of 45.00 feet to a point on the South right-of-way line of said Palisades Road, said point being THE TRUE POINT OF BEGINNING; Thence South 00004'05" West, a distance of 135.00 feet; Thence North 89025153" West, a distance of 350.00 feet to a point in the East right-of-way line of North First Avenue, said right-of-way line oeing fifty feet (501) East of and parallel with the West line of said Section 6; said right-of-way line having been established by Book 7 Page 83 Road Maps in said Recorder's Offics; Thence North 001,04,05" Fast, a distance of 135.00 feet to a point of intersection of the Eas. right-ofway line of North First Avenue and the South right-of-way line of said Palisades Road; Tnawe South 89"2553" East, along said South right-of-way line, a distance of 350.00 feet to �iE TRUE POINT OF BEGINNING. 10151 2168 First American Title First American Title F. ANN RODRIGUEZ, RECORDER E RECORDED BY: MDR A DEPUTY RECORDER S 0324 PE8 T TSTTI S TOWN OF ORO VALLEY I 11000 N LA CANADA DR D ORO VALLEY AZ 85737 E 05004550-022-RM DOCKET: 12691 uRr PAGE: 3873 Q� �OC NO. OF PAGES t 33 SEQUENCE: 20052320737 x H 12/01/2005 N� �t RES 17:30 91i1ZotaP CAPTION HEADING MAIL AMOUNT PAID $ 38.00 RESOLUTION RESOLUTION N0��05-107-107 NZIj►�1i I4►I of THIS IS PART OF THE OFFICIAL DOCUMENT 2 6 9 i 0 3 8 7 3 First American Title First American Title 9 RESOLUTION NO. (R) 05--M7 A RESOLUTION OF THE MAYOR AND COUNCIL OF THE TOWN OF ORO VALLEY APPROVING SLOPE, DRAINAGE WAY AND RIGHT OF WAY EASEMENT ACQUISITION AGREEMENTS BETWEEN THE TOWN OF ORO VALLEY AND CAPRI CO., L.L.C. TO ACQUIRE THE PROPERTY KNOWN AS PIMA COUNTY TAX CODE PARCEL NOS. 220-06-001 D FOR THE FIRST AVENUE WIDENING: CDO TO TANGERINE ROAD PROJECT NO.OV 30 00/01 08. WHEREAS, the Town of Oro Valley is a municipal corporation within the State of Arizona, and pursuant to the laws of the State of Arizona, the Town Council is authorized to enter into Acquisition Agreements to purchase property; and WHEREAS, the Town wishes to acquire slope, drainage way and right of way easement agreements (Exhibit A) for the property known as tax code parcel no. 220-06-001 D for the First Avenue Widening: CDO to Tangerine Road Project No. OV 30 00/01 08, which description is attached hereto as Exhibit A; and WHEREAS, the Owner agrees to sell the property, which description is attached hereto as 0 Exhibit A, to the Town; and WHEREAS, the Town Council finds that the acquisition of this property is in the best interests of the residents of Oro Valley. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND TOWN COUNCIL OF THE TOWN OF ORO VALLEY, ARIZONA: 1. That the legal documents entitled "Acquisitions B & C, Slope Easements D, E, F, G, H, & I, and Drainage Way Easements J, K, L, M, N, 0, P, & Q (attached hereto as Exhibit A) is hereby approved by the Council for acquisition of the property known as Pima County Tax Code Parcel No. 220-06-001 D 2. That the Mayor and other administrative staff of the Town of Oro Valley are hereby authorized and directed to work toward finalizing such an agreements as soon as practical. 2 PASSED AND ADOPTED by the Mayor and Town Council of the Town of Oro Valley, I Arizona this end day of NOVEMBER , 2005. p 3 8 7 4 First American Title First American Title ATTEST: V'a� �. 64�� RathryH Cuvelier, Town Clerk APPROVED AS TO FORM: j/i-/ Al 01 M linda Ga / n, Town Attorney • • TOWN OF ORO VALLEY, ARIZONA ;" 914 Paul H. Loomis, Mayor First American Title First American Title TOWN OF ORO VALLEY *UNCIL COMMUNICATION TO: HONORABLE MAYOR AND COUNCIL I] ■ Page 1 of 2 MEETING DATE: November 2, 2005 FROM: JOSE N. RODRIGUEZ, ENGINEERING DIVISION MANAGER SUBJECT: RESOLUTION (R) 05 - 107 Approving slope, drainage way and right of way easement acquisition agreements between the Town of Oro Valley and Capri Co., L.L.C. to acquire the property known as, Pima County Tax Parcel Nos. 220-06-001 D for the First Avenue Widening: CDO to Tangerine Project No. OV 30 00101 08. SUMMARY: Capri Co., L.L.C. owns property on First Avenue that lies within the First Avenue Widening Project. In order to gain access and begin construction the Town of Oro Valley has determined the need to acquire slope, drainage way and right of way easements within this parcel. The property described are located within Pima County Tax Parcel No. 220-06-001 D. Capri Co., L.L.C. is willing to cooperate with the Town and grant the slope, drainage way, and right of way easement acquisitions to the Town as seen to the attached Exhibit Agreement A. The Wuisition will be obtained upon approval by Town Council for the following acquisitions and amount. Acquisition B $52,036.15 Acquisition C $95,915.70 Slope Easement D $11,737.01 Slope Easement E $ 382.50 Slope Easement F $ 637.50 Slope Easement G $ 255.00 Slope Easement H $ 446.25 Slope Easement 1 $ 663.00 Drainage Way Easement J $ 1,912,50 Drainage Way Easement K $ 1,326.64 Drainage Way Easement L $ 1,561.88 Drainage Way Easement M $ 2,476.69 Drainage Way Easement N $ 1,776.08 Drainage Way Easement 0 $ 1,912.50 Drainage Way Easement P $ 1,297.31 Drainage Way Easement Q $ 1,319.63 Total $175,656.34 The total tentative settlement agreement agreed upon, rather than going to litigation, will be in the amount of $180,000. The Town will be able to enter the property immediately to begin construction that property once the Town pays the Owner the total acquisition amounts for the property 180,000.00). 0 3 6 7 6 First American Title First American Title TOWN OF ORO VALLEY Page 2 of 2 COUNCIL COMMUNICATION November 2 2005 ATTACHMENTS: (1) Resolution (R) 05 -107, Approving slope, drainage way and right of way easement acquisition agreements between the Town of Oro Valley and Capri Co., L.L.C., Pima County Tax Parcel No. 220-06-001D for the First Avenue Widening: CDO to Tangerine Road, Project No. OV 30 00/01 08. (2) Exhibit A — Slope, Drainage Way and right of way easement Acquisition Agreements FISCAL IMPACT: $180,000.00 Funds to be paid with Town Development Impact Fees. SUGGESTED MOTION: I move to approve Resolution (R)05 - 107 Approving slope, drainage way and right of way easement acquisition agreements between the Town of Oro Valle ri Co., L.L.C., Pima County Tax Parcel No. 220-06-001D for the First AV e Wide ng: CDO to Tangerine is Road Project No. OV 30 00/01 08. odr' Lie , , Engineering Div. Manager Craig Civa r, T&wn Engineer DavA Andrews, sistant Town Manager Chuck Sweet, Town Manager First American Title First American Title TOWN OF ORO VALLEY Page 1 of I )UNCIL COMMUNICATION MEETING DATE: November 2, 2005 TO: HONORABLE MAYOR AND COUNCIL FROM: MELINDA GARRAHAN, TOWN ATTORNEY SUBJECT: RESOLUTION NO. (R) 05- 107 APPROVING SLOPE, DRAINAGE WAY AND RIGHT OF WAY EASEMENT ACQUISITION AGREEMENTS BETWEEN THE TOWN OF ORO VALLEY AND CAPRI CO., L.L.C. TO ACQUIRE THE PROPERTY KNOWN AS, PIMA COUNTY TAX PARCEL NOS. 220-06-OOID FOR THE FIRST AVENUE WIDENING: CDO TO TANGERINE PROJECT NO. OV 30 00/0108. SUMMARY: The Acquisition Agreement is in the process of being signed by the other parties to the Agreement and will be delivered to Mayor and Council upon receipt. ATTACHMENTS: None FISCAL IMPACT: MOTIONS: First American Title First American Title • G.H. GARCIA CONSULTING, INC. Real EttateAppraisers Right of Way Acquisitions and Relocations 3444,1; . Country Club Rd., Suite 100 .,Tucson, AZ 85716�jt�" Telephoncj' 20) 326-2200 Facsimile: (520) 326-0773 August 24, 2005 Mr Jose Rodriguez PE Oro Valley Public Works 11000 N La Canada Oro Valley AZ 85737 Re: Kai Appraisal. Update Dear Jose: Following are the new amounts for the takes and easements for the Kai property. These include the potential rezoning and increase in value from our previous appraisal date. Acquisition B - $52,036.15 Acquisition C - $95,915.70 Total, Acquisitions - $147,951.85 Easement D - $11,737.01 Easement E - $382.50 Easement F - $637.50 Easement G - $255.00 Easement H - $446.25 Easement I - $663.00 Easement J - $1,912.50 Easement K - $1,326.64 Easement L - $1,561.88 Easement M - $2,476.69 Easement N - $1,776.08 Easement O - $1,912.50 Easement P - $1297.31 Easement Q - $1,319.63 1 6 9 io 3 8 nn] First American Title First American Title 0 Page 2 Total, Easements - $27,204.49 Total Award - $175,656.34 This new figure is about $62,000, or 55%, higher than the previous offer. Thank you. GEORGE H. GARCIA CERTIFIED GENERAL REAL ESTATE APPRAISER CERTIFICATE #30297 GHG: bb r-] L 1 2 6 9 1 0 3 8 8 0 0 First American Title First American Title EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (RIGHT OF WAY) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-00Id A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter comer of said section 6, from which the northwest corner of said section 6, being also a brass capped survey monument LS 15342, lies North 00°-27'-46" West 2629.29 feet distant. (North 00°-00'-50" West 2629.01 feet record, Book 7 Page 83 Road Maps of Pima County); Thence South 00°-23'-36" East 2456.92 feet along the centerline of Tangerine_Road (North First Avenue) said Book 7 Page 83 Road Maps, to a brass capped survey monument LS15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian; Thence South 00°-19'-04" East 171.68 feet continuing along the centerline of said Tangerine Road (North First Avenue); Thence South 89°-40'-18" East 50.00 feet to the easterly Right of Way of said Tangerine Road (North First Avenue) being a point on the south line of the south west quarter of said section 6, being also the True Point of Beginning; Thence North 00°-19'-04" West 172.28 feet along the easterly Right of Way of said Tangerine Road (North First Avenue); Thence North 00°-23'-36" West 2276.52 feet continuing along the easterly Right of Way of said Tangerine Road (North First Avenue) to the south line of that property described in Docket 10043 Page 986 recorded in Pima County; Thence South 89 53'-37" East 25.00 feet along the said south line; Thence South 001-23'-36" East 2276.32 feet along a line 25.00 feet offset and parallel with the easterly Right of Way of said Tangerine Road (North First Avenue); Thence South 00°-19'-04" East 172.57 feet continuing along the line 25.00 feet offset and parallel with the easterly Right of Way of said Tangerine Road (North First Avenue); Thence North 890-40'-18" West 25.00 feet along the south line of the south west quarter of said section 6 to the easterly Right of Way of said Tangerine Road (North First Avenue) and the True Point of Beginning; containing 61,219 square feet. E:10109100TOWUegalslsect6l rw22006001 d.doc 7/26/2004 1 2 6 9 1 0 3 S 8 i First American Title First American Title t EXHIBIT A f --- U92 ENISTING R/W I LINE DATA UNE BEARING LENGTH LW N t7rsa• w fT228' LP91 N UP3'36W WWILW S 8953'37£ 25DD' 0. i 2 5 9 i 0 3 8 8 2 First American Title First American Title • C� 0 EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (RIGHT OF WAY) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06.001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter corner of said section 6, and the centerline -centerline intersection of Palisades Road, Book 8 Page 37, Road Maps of Pima County and Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the northwest corner of said section 6, being also a brass capped survey monument LS 15342, lies North 000-27'46" West 2629.29 feet distant. (North 00°-00'- 50" West 2629.01 feet record, said Book 7 Page 83,) and the center quarter corner lies South SV-53%37" East 2598.86 feet (2599.88 feet record, said Book 8 Page 37); Thence South 89°-53'-37" East 700.49 feet along the centerline of said Palisades Road; Thence North 00°-06'-23" East 45.00 feet to the Northerly Right of Way of said Palisades Road, being the True Point of Beginning and also being the beginning of a non -tangent curve concave northeasterly, whose radius point lies North 00% 06'-23" East 591.62 distant; Thence westerly along said curve an arc length of 241.93 feet through a central angle of 23°-25'47", to a point of tangency; Thence North 66°-27'-49" West 133A9 feet to a point of curvature of a 691.62 foot radius curve concave southwesterly; Thence westerly along said curve an arc length of 231 38 feet through a central angle of 19°-26'-59" to a point of reverse curvature; Thence northwesterly along said reversed curve, whose radius point lies North 04°-05'-12" East 50.00 feet distant, an arc length of 74.57 feet through a central angle of 85°-27'-02" to a point offset 75.00 feet easterly from the centerline of said Tangerine Road (North First Avenue); Thence North 00°-27'46" West 2378.72 feet along a line offset 75.00 feet easterly from the centerline of said Tangerine Road (North First Avenue) to a point on the northerly line of the northwest quarter of said Section 6; Thence South 89°-55'-18" West 25.00 feet along the northerly line of the northwest quarter of said Section 6, to the easterly Right of Way of said Tangerine Road (North First Avenue); Thence South 00°-27'-46" East 2594.45 feet along the easterly Right of Way of said Tangerine Road (North First Avenue) to Northerly Right of Way of said Palisades Road; Thence South 89°-53'-37" East 650.93 feet along the Northerly Right of Way of said Palisades Road to the True Point of Beginning containing 112,842 square feet. EA01091001ROW11egalslsect6\nwquarter1rw222006001 d.doc 12004 First American Title First American Title 0 V99 L197 CURVE DATA CUR/£ RA9U$ DELTA LENGTH TANGENT C13 59162' 23'25'47' 24193' 1226ff C4 68162' 19-.V59 2-V-W 8763' 05 50DV 85.27'02' CAPRI CO LLC 220.06-OOID TOTAL PARCEL AREA -. 6,777,2J6 Sf, RICHT OF WAY REQUIRED 112.64� SF EXHIBIT A LINE DATA LINE BEARING LENGTH L196 M 6ti27'49' W 13149 LN7 N 1727'46'W 23787Z L198 S 8555115 w . 25D 699 5 172746' E 2594,45' Lc170 I S 89.53-37- E WY N 05 — C14 t196 CJ3 TDB. EXISTING R/W • - PALISADES ROAD I! 1220—r061-001D Use or allerotion of the information in this instrument for other than the specific purpose for which it was intended and (of other than the client (CAPRI CO LLC) DATE 9/24/0� o for whom it was prepared is forbidden unless expressly permitted in writing RIGHT OF WAY to advance by R S EMGNEEMG NCORPDRATED, and R S ENGINEERING INCORPDRATED liability to this Mormolaa SCALE: 1" - 400' c shollkve no any use of without their written consenl. © R 5 ENGNEERNG ACQUISITION SWEET 1 OF 1 i R S ENGINEERING TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS SDnr CONSULTING ENGINEERS x�w wwa Tana wur�un. rasa` .into+ n+u nmn,-min rn, roar nre�m twciinr.rxc FIRST AVENUE CDO WASH TO TANGERINE 1 2 6 9 1 0 3 g 8 4 First American Title First American Title EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (SLOPE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001 d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument LS 15342, lies North 00°-23'-36" West 2456.92 feet distant. (North 000-03'AO" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 60.32 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23%36" West 410.00 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 30.00 feet; Thence South 00°-23'-36" East 410.00 feet; Thence North 89°-36'-24" East 10.00 feet; Thence South 0°-20'-51" East 15354 feet; Thence South 89°-40'-56" West 40.00 feet to the True Point of Beginning, containing 18,411 square feet. E:101091ROW1legalslsect6ls 122006001 d.doc 7/26/20W 1 2 6 9 1 0 3 8 8 5 First American Title First American Title is G. EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (SLOPE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument LS 15342, lies North 00°-23'-36" West 2456.92 feet distant. (North 000-03'-40" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 694.54 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23'-36" West 60.00 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 891-36'-24" East 10.00 feet; Thence South 00°-23'-36" East 60.00 feet; Thence South 89°-36'-24" West 10.00 feet to the True Point of Beginning, containing 600 square feet. E:01091ROWIlegals\sect61s222006001 d.doe 7/26/2004 2 6 9 1 0 3 8 8 6 First American Title First American Title EXHIBIT A F EXHIBIT A LEGAL DESCRIPTION (SLOPE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06.001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument LS 15342, lies North 0011-23'-36" West 2456.92 feet distant. (North 00°-03'40" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 854.58 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23'-36" West 100.00 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 891-36'-24" East I0.00•feet; 0 - Thence South 00°-23'-36" East 100.00 feet; Thence South 9V-36'-24" West6 10.00 feet to the True Point of Beginning, containing 1,000 square feet. • E:\0109\ROW\Iegais\secL6V322006001d.doc 7/26/2004 1 2 6 9 1 0 3 8 8 7. First American Title First American Title EXISTING R/W 1 1 1 U i U51 L150 L152 P,OB. U53 r n r� I U47 1 j U46 1 1 w 1 ? 1 U46 i 1 �c PDa 1 y 1 � 1 1 U- L143 1 1 ar n it 11 U44 i i 1 U42 r �f r/ 7 D 1 1 — — — � U45 EXHIBIT A CAPRICO LLC 220-06-0010 TOTAL PARCEL AREA 5565,257 SF SLOPE EASEMENT REQUIRED 20DI1 SP IF, F UNE DATA UME BEARM'G LENGTH L140 5 874956- E 40X U41 5 LTV5rE 153.5f U42 X 00EYV W -W5f U43 N 89—W& £ MW U44 S 0 ZYM E 4i0D0' U45 N n 36`24' E IODO' 046 M OLT23'39W 6aw U47 N 8936'2f E 10DO' LH8 S 0172NN E 6000 U49 S 8335'24'W Car U50 N 00'23'3G W 100DJ L151 N 8736'2f E ON U52 S w23'3E F100DET U53 5 BY36'24' W KM 1 EXHIBIT B ARANIA NE U41 N 220-06-001D -- (CAPRI CO LLC) i SLOPE EASEMENT ACQUISITION Use or allera6on of the information in this instrument for other Ihm the specific purpose for which it wos intended and for other than the ahem for whom it was prepared is forbidden uriess expressly permitted in writing DATES 2/6/03 6 in advance by R 5 ENGMERNG INCORPORATED, and R 5 ENGINEERING SCALE: i" - 200' INCORPORATED shdhove no liability to any use of this information without their written consent. © R S ENGwfw SHEET: 2 OF 3 i S` R S ENGINEERING TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS ,�„ CONSULTING ENGINEERS t.n fan rucsa wurrr•. ncsa. uitwn utn �sro� rn•tm rn: •tor n-s«n FIRST AVENUE a m O+s ccii[ni.c CDO WASH TO TANGERINE 1 2 6 9 1 0 8 First American Title First American Title 9 EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (SLOPE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 22M-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast comer of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter comer of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument LS 15342, lies North 00°-23'-36" West 2456.92 feet distant. (North 000-03'40" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 2044.53 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23'-36" West 40.00 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 890-36'-24" East 10.00 feet; Thence South 00°-23'-36" East 40.00 feet; • Thence South 89°-36'-24" West 10.00 feet to the True Point of Beginning, containing 400 square feet. E:101091ROWUegalslsect61s422006001 d.doc 7/262004 OWE 1 2 g6 1 0 g3 8 9 First American Title First American Title rl EXHIBIT A LEGAL DESCRIPTION (SLOPE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001 d I: N A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian; and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North Fist Avenue), being also a brass capped survey monument LS 15342, lies North 00'-23'-36" West 2456.92 feet distant. (North W-03'-40" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00'-23'-36" West 2134-53 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 890-36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00'-23'-36" West 70.00 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89'-36'-24" East 10.00 feet; Thence South 00°-23'-36" East 70.00 feet; 0 0 Thence South 890-36'-24" West 10.00 feet to the True Point of Beginning, containing 700 square feet. 0 EA01091ROWUegalsVect6\s522006001 d.doc 7/26/2004 i 0 g3 9 0 First American Title First American Title EXHIBIT A —^_J---------- -PALISADES ROAD 1 LM ' LW PD9. H Le U55 e5t-:fL—U64 L 56 1 U57 tu 1 Pba W ti 1 1 1 1 r 1 1 UNE DATA UNE BEAr8NG I LENGTH U54 N 072Y-WW 4OW L155 N 87MP4* E IOAD' U56 5 Li7ZYNE 40OCT U57 5 87-MY w A= LM N OvMG, M ?OW L159 N 843624E fOAO' LW S 0 ZYNE 7OW LAW S 87-WEf I mm CAPRICO LLC 220.06-OOID TOTAL PARCEL AREA R1W 5.585257 SF SLOPE EASEMENT REOUfRED = Sr 71 EXHIBIT B N 220-06-001D (CAPRI CO LLC) SLOPE EASEMENT ACQUISITION d II 11 1 Use or dterolion of the informolwn in this inslrtmenl for other than the spetiric purpose for which'it was intended and for other than the bent DATE�6�03 2 2 for whom it was prepared is forbidden unless expressly permitted inwrilit9 a odvonce by R S ENGKERrtG WORPI)RATEO. and R S ENCKERNG SCALE' ` 200' „ NC09WATED sholhove no fiaMy to any use of this information without thei written consent. © R S ENGINEERING SHEET: 3 OF 3 i a R S ENGINEERING TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS og - CONSULTING ENGINEERS M ,sw mumwum". let*, In. e,,. ,�., ,n �..�, ,�., �, ,� FIRST AVENUE � a ON l,svn+w, CDO WASH TO TANGERINE 1 2 1 0 3 8 5 First American Title First American Title EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (SLOPE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001 d A Portion or Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter corner of said section 6, and the center] ine-centerli ne intersection of Palisades Road, Book 8 Page 37, Road Maps of Pima County and Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the northwest comer of said section 6, being also a brass capped survey monument LS 15342, lies North 00°-27'46" West 2629.29 feet distant. (North 00°-00'- 50" West 2629.01 feet record, said Book 7 Page 83,) and the center quarter corner lies South 890-53'-37" East 2598.86 feet (2599.88 feet record, said Book 8 Page 37); Thence South 890-53'-37" East 700.49 feet along the centerline of said Palisades Road; Thence North 00°-06-23" East 45.00 feet to the Northerly Right of Way of said Palisades Road, being the beginning of a non -tangent curve concave northerly, whose radius point lies North 00°-06'-23" East 591.62 distant; Thence westerly along said curve an are length of 137.03 feet through a central angle of 13°-16'-14" to the True Point of Beginning; Thence westerly along said curve an arc length of 104.90 feet through a central angle of 100-09'-33'; Thence North 23°-32'-11" East 10.00 feet to the beginning of a non -tangent curve concave northerly, whose radius point lies North 23°-32'-11" East 591.62 distant; Thence easterly along said curve an arc length of 103.13 feet through a central angle of 10°-09'-33' ; Thence South 13°-22%37" West 10.00 feet to the True Point of Beginning, containing 1040 square feet. 213745 " KRIS V 1 6 9 0 3 88 9 0 E:V0109UtOWUegalsXsect6lnwquarter\s6222006001d.doc 7/26/2004 First American Title First American Title 1 1 0 9 EXHIBIT A — ONE DATA USE BEARING IfNGTH LW N 23'321r E JOX L228 5 13'223r w A7D0' CURVE DATA CURL RAW TA JEWTH TANGENT C21 5W' 10'093T 103JY 517f7 C22 591tx2' 100933- 104.W 5259' CAPRI CO uC 220-06.00ID TOTAL PARCEL AREA 6.=218 SF SLOPE EASEMENT REWIRED 1,040 SF N L227 C21 �.� C22 EXISTING 'q/W s3�' N08 r i r r EXHIBIT B 220-06-001D Use or alteration of the information in this instrument for other than the specific purpose for which it was intended and for other than the client (C AP RI CO L L C ) DATE: 10 / 03 for whom it was prepared is forbidden unless expressly permtted in aawriting in odvce by R S ENGIKERNG INCORPORATED, R S ENGINEERING SLOPE EASEMENT 11 SCALE: 1 - 200 INCORPORATED sholhove no liability to any use of this information without their wrilten consent- © R S ENGINEERING ACQUISITION SHEET: 1 OF 1 TOWN OF ORO VALLEY o R S ENGINEERING DEPARTMENT OF PUBLIC WORKS 8 o / CONSULTING ENGINEERS Sf�f 1pf7N lucsw, w).lnfwo. A[91. MI2W tllli I)MII T]I•]�)) ruf f5101 )]1-frf8 FIRST AVENUE 4 �o On newu.wa � CDO WASH TO TANGERINE 1 2 6 1 3 8 9 3 First American Title First American Title EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument LS 15342, lies North 00°-23'-36" West 2456.92 feet distant. (North W-03'-40" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 754.54 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89 36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23'-36" West 100.00 feet on a line 75.00 Fool offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89'-36'-24" East 30.00 feet; 0 Thence South 00'-23'-36" East 100.00 feet; Thence South 891-36'-24" West 30.00 feet to the True Point of Beginning, containing 3,000 square feet. v • E:\0109\ROW\Iegals\sect6\dl22006001d.doc 7/262004 J 1 2 6 9 1 0 3 8 9 4 First American Title First American Title a i it EXHIBIT A LIME DATA LINE I BEARING ILENGTH LI62 N w2y-w V/ offf L163 N 1193 H E M LM S DOPY3fi £ IOfJW LL65 5 E93B'24 it 300V CAPRICO LLC 220-06. 10 TOTAL PARCEL AREA 5585257 5F DRAINAGE EASEMENT REOUIRED 3WO SF EXHIBIT B a3aAf a NE N 220-06-001D -- (CAPRI CO LLC) 2 _; I EXISTING LInI DRAINAGE EASEMENT fl ACQUISITION r Use or aReralion of the informoiion in this instrument for other than the specific p�pose for which it was intended and for other than the client fo, rhom it was prepared is forbidden unless expressly permlled n xri!'nq DATE 10 O�3f in oNonce by R S ENGINEERING INCORPORATED, and R S ENGINEERING INCORPORATED SCAi_E Irr LO�� 5 Id shahav no liability to any use of this information without their written consent C-) R 5 ENGIEERMG SHEET: 2 OF 3 SENGINEERING DEPARTMENT DROOF®iAORSR PUBLIC WORKS CONSULTING ENGINEERS era ow wcmi cacww wart- .+rta. or,* , Wo, ryrm, .., Wor mMm FIRST AVENUE S CDO WASH TO TANGERINE First American Title First American Title K ON 11, 111: EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section I, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), -Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument LS 15342, lies North 00'-23'-36" West 2456.92 feet distant. (North 000-03'AO" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 1395.35 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23'-36" West 5336 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36'-24" East 39.00 feet; 0 , Thence South 00°-23'-36" East 53.36 feet; • Thence South 89°-36'-24" West 39.00 feet to the True Point of Beginning, containing 2,081 square feet. E:101091ROW 11egals\sect61d222006001 d.doc 7/26/2004 1 2 6 9 1 First American Title First American Title EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001 d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342, being the southeast corner of Section 1, Township 12 South, Range 13 East, Gila and Salt River Meridian, and a point on the centerline of Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County, from which the west quarter corner of said section 6, being also a point on the centerline of said Tangerine Road (North First Avenue), being also a brass capped survey monument IS 15342, lies North 00°-23'-36" West 2456.92 feet distant. (North 000-03'-40" East 2457.09 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-23'-36" West 2084.53 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-36-24" East 75.00 feet to the True Point of Beginning; Thence North 00°-23'-36" West 50.00 feet on a line 75.00 foot offset easterly and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 890-36'-24" East 49.00 feet; Thence South 000-23'-36" East 50.00 feet; Thence South 89°-36'-24" West 49.00 feet to the True Point of Beginning, containing 2,450 square feet. 1 2 96 10 3 8 9 7 R\01091ROWVegalslsect61d322006001 d.doc 7/26/2004 First American Title First American Title EXHIBIT A --- I r I i -- PALISADES ROAD r L170 4 U71 U Lf72 • L„ L1f3 i PD8 - w w I ._r I � It . It ri EYISTING R/tr r r r i I r r . I L�66 i �U67 098 K h 069 Ica& R/W CAPRI CO LLC 220-06-001D LINE DATA LINE BEARING LENGTH L" N OO'2Y3Ew 5= LAST N 8Y36'24'£ 39W LASE S 13172YNE 53,36' U69 S 8936'24'w 32W LIIO N OP2Y36'11, 5ODD' Lift N 8936.2I E 49L.t1' 1.172 S WZY-V 5om L173 S 89362,r� �9A7 ! TOTAL PARCEL AREA jl 5MS257 SF I DRAINAGE EASEMENT REOUIRED I 4531 SF EXHIBIT B N 220-06-001D (CAPRI CO LLC) DRAINAGE EASEMENT ACQUISITION If I N Use or alteration of the information in this instrument for other than the ape ' plrpoae for which it was mended and for other than the client 'n DATE' 10/03 for whom it was prepared is forbidden unless expressly pernilled writing in advance by R S ENGINEERING NCORPORATED.ond R S ENGINEERING INCORPORATED sholhave no katy to any use of this Information without SCALE, 1" - 200' d their written consent. © R 5 ENMIEERING SHEET: 3 OF 3 R S ENGINEERING EE I R N G TOWN OF ORO VALLEY10 DEPARTMENT OF PUBLIC WORKS CONSULTING ENGINEERS 7-0 - IUMN MAI-4, m1f13 FIRST AVENUE yew• J41- All{ 4-1 rYr 11M f "M _s CDO WASH TO TANGERINE 62 9 i 0 ri First American Title First American Title EMBIT A EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-00ld A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the -west quarter corner of said section 6, and the centerline -centerline intersection of Palisades Road, Book 8 Page 37, Road Maps of Pima County and Tangerine Road (North First Avenue), Book 7 Page 83, Road Maps of Pima County; from which the northwest comer of said section 6, being also a brass capped survey monument LS 15342, lies North 00°-27'A6" West 2629.29 feet distant. (North 000-00'- 50" West 2629.01 feet record, said Book 7 Page 83,) and the center quarter corner lies South 89°-53'-37" East 2598.86 feet (2599.88 feet record, said Book 8 Page 37); Thence South 89°-53'-37" East 700.49 feet along the centerline of said Palisades Road; Thence North 00°-06'-23" East 45.00 feet to the Northerly Right of Way of said Palisades Road, being the beginning of a non.tangent curve concave northeasterly, whose radius point lies North 000-06'-23" East 591.62 distant to the True Point of Beginning; Thence North 66°-27'-49" West 133.49 feet to a point of curvature of a 681.62 foot radius curve concave southwesterly; Thence westerly along said curve an arc length of 84.18 feet through a central angle of 7°-04'.33' Thence North 16°-27'-36" East 10.00 feet to the beginning of a non -tangent curve concave southwesterly, whose radius point lies South 16°-27'-36" West 681.62 distant; Thence southeasterly along said curve an arc length of 48.89 feet through a central angle of 4°-03'-00 ; Thence North 200-36'-36" East 10.00 feet; Thence southeasterly along said curve an are length of 37.06 feet through a central angle of 3°-01'-35"; Thence South 66°-27'49" East 133A9 feet; Thence South 23°-32'4 l" West 20.00 feet to the True Point of Beginning containing 3885 square feet. 28745 KRIS r-, Vow. Lv 0 E:101091ROWVegalslsect6lnwquarter\d4222006001 d.doc 7/26/2004 First American Title First American Title EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001 d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter -corner of said section 6, from which the northwest corner of said section 6, being also a brass capped survey monument LS 15342, lies North 00°-27'46" West 2629.29 feet distant. (North 00°-00'-50" West 2629.01 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-27'46" West 260.16 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-32'-14" East 75.00 feet to the True Point of Beginning; Thence North 00°-�T-46" West 77.09 feet along a line offset easterly 75.00 feet and parallel with tho centerline of said Tangerine Road (North First Avenue); Thence North 89°-32'-14" East42.00 feet; Thence South 00'-27'46" East 47.00 feet; Thence South RV-32'44" West 15.00 feet; Thence South 000-27'-46" East 30.09. feet; • Thence South 891-32'-14" West 27.00 feet to the True Point of Beginning, containing 2,786 square feet. ,Q' 28745 KRIS VANWAGE 0 33 O O • EA0109\ROWMegalslsect6lnwquarter\d522006001 d.doc 7/2612004 First American Title First American Title • EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OFORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter corner of said section 6, from which the northwest comer of said section 6, being also a brass capped survey monument LS 15342, lies North 00°-27'46" West 2629.29 feet distant. (North 000-00'-50" West 2629.01 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 001-27'-46" West 448.W feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89 32'-14" East 75.00feet to the True Point of Beginning; Thence North 000-27'46" West 60.00 feet along a line offset easterly 75.00 feet and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89`-32'-14" East 50.00feet; Thence South 000-27'46" East 60.00 feet; Thence South 89P-32'-14" West 50.00 feet to the True Point of Beginning, containing 3,000 square feet. 1 2 g6 1 0 g3 0 1 • E:101091ROWUegals\sect6lnwquarter1d622006001 d.doc 7/20004 First American Title First American Title EXHIBIT A /F/, /Vi U L 1 L_ 1 LINE DATA UNE SEARING LENGTH L2O4 N O"Zr46'W 77D9' L205 N V3211P E 420V L206 S 1727'46'f 474U 1207 S 893294' W 15X 1 1 L292 S (0'46' E J09 1 L209 S 893ew w 27DD Lao N U27.46W 6OW L211 N 8732'14' f 5ROE7 Lae S 0*27 46' E 60DO' Lai S 873tifW 50W 1 LM2 N Nf2rM E FOX L223 N ZU3036E 1DD7 1 1 L E24 S 6621'49 E 1 133,49 • �Ik CURVE DATA CURVE RA&US DELTA LENGTH T NT C18 69W 4Y13'0(7 no= 24.45' 1 C19 7"? J'0735' 37D6' 1853' C20 68L6Z r04'35' 84JO 42J5' li CAPR/ CO LLC 220-06-OOID i t21! TOTAL PARCEL AREA 6777,218 SF L2f0 L212 DRAINAGE EASEMENT REWIRED 9,671 SF L21i P4B. LE05 N L204 iZos L222 L2f>7 CIe mpg L223 1224 C209 C20 C19 L226 r----�D� /Y) L225 PD.a EXlST1NG R/W PZS70rf ROAD 1 -LT I I EXHIBIT 6 Use or alteration of the information in this instrument for other than the 220-06-001D specific purpose for which it wos Mended and for other than the client (CAPRI CO LLC) DATE: 11/03 for whom it was prepared is forbidden uraess expressly permitted in writing in advance by R S ENGINEERING INCORPORATED, and R S ENGN4EERMG DRAINAGE EASEMENT SCALE: 1" � 200' INCORPORATED sholl have no liability to any use of this information without u their written consent. (g) R 5 ENGINEERING ACQUISITION SHEET: 2 OF 3 3 TOWNOD 0 R S ENGINEERING DEPARTMENT OF PUBLIC WORKS o CONSULTING ENGINEERS ,.„ 1u — I m. MW ,.1r W., �., ,,-„r, rn, , , ,,,,,$ FIRST AVENUE $ o., rcwrtr.ir< CDO WASH TO TANGERINE 1 2 6 9 1 0 3 9 0 2 First American Title First American Title ENMIT A r EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter corner of said section 6, from which the northwest corner of said section 6, being also a brass capped survey monument LS 15342, lies North 000-27'A6" West 2629.29 feet distant. (North 000-00'-50" West 2629.01 feet record, Book 7 Page 8.3 Road Maps of Pima County); Thence North 000-27'A6" West 1563.18 feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-32'-14" East 75.00feet to the True Point of Beginning; Thence North 00°-27'A6" West 55.00 feet along a line offset easterly 75.00 feet and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89°-32'-14" East 37.00feet; Thence South 000-27'-46" East 55.00 feet; 0 Thence South 89%32'-14" West 37.00 feet to the True Point of Beginning, containing 2,035 square feet. 28745 KRIS VA 1 2 i O 3 9 c' E:10109\ROWUegals\sect6lnwquaner\d722006001 d.doc 7/26/2004 First American Title First American Title . EXHIBIT A EXHIBIT A LEGAL DESCRIPTION (DRAINAGE EASEMENT) FIRST AVENUE: CDO WASH TO TANGERINE ROAD TOWN OF ORO VALLEY DEPARTMENT OF PUBLIC WORKS PARCEL NUMBER 220-06-001d A Portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, described as follows: Beginning at a brass capped survey monument LS 15342 being the west quarter corner of said section 6, from which the northwest corner of said section 6, being also a brass capped survey monument LS 15342, lies North 00°-27'-46" West 2629.29 feet distant. (North 00°-00'-50" West 2629.01 feet record, Book 7 Page 83 Road Maps of Pima County); Thence North 00°-27'46" West 2044.87feet along the centerline of said Tangerine Road (North First Avenue); Thence North 89°-32'-14" East 75.00feet to the True Point of Beginning; Thence North 00'-27'-46" West 46.00 feet along a line offset easterly 75.00 feet and parallel with the centerline of said Tangerine Road (North First Avenue); Thence North 89%32'-14" East 45.00 feet; Thence South W-27'46" East 46.00 feet; Thence South 89°-32'44" West 45.00 feet to the True Point of Beginning, containing 2,070 square feet. 1 2 g6 1 0 g3 0 4 E:101091ROWUegals\sect6\nwquarterW22006001 d.doc 7/26/2004 First American Title First American Title 0 0 r��ERJrdE ROAD 1 I I� EXISTING R!W r r r r L21� L219 r-L L22I i WIL__ Q r r r r L215 La14 i L?J6 Lan PD.& r i L_ � EXHIBIT A LINE DATA LINE BEARING I LENGTH 1214 N 00 4GW 55W L2f5 N BMW E 37X L216 S UV,46' E 55W L2/1 S 8732114'W 37D0 L218 N CrV'46'W 46DV L219 N 89JZW E 45D0 LM 1 S 07V E 46X L221 I S W 274 W 45M CAPRI CO LLC 22"-Wir) TOTAL PARCEL AREA 6777218 SF DRAINAGE EASEMENT REOVIRED 4J05 SF N EXHIBIT B Use or alteration of the information in this instrument for other than the 220-06-001D specific purpose for which it was intended and for other than the client (C APR I CO L L C) DATE 1 1 / 0 3 for whom it was prepared is forbidden unless ezpresshy Permitted n writing in advance by R 5 ENGNEERNG INCORPOWE0, and R 5 ENGNEERPIG DRAINAGE EASEMENT SCALE: V , 2 00' their INCORPORATED ES�ENGIEERity to INGuse at this information wiltgal written ACQUISITION SHEET: 3 OF 3 s R S ENGINEERING TOWN OF ORO 'VALLEY DEPARTMENT OF PUBLIC WORKS are CONSULTING ENGINEERS FIRST AVENUE N 1.4 IO,I n[7M WIw K. 1. UMM. MI, tall. IM, . - M — IS»I »f-Na v CM4ilIIllllro p CDO WASH TO TANGERINE 1 2 b 9 1 0 3 9 0 First American Title DO NOT DETACH CERTIFICATE FROM DOCUHEHT PIMA COUNTY RECORDER � RICHARD KENNEDY, RECORDER PIMA COUNTY, ARIZONA . CERTIFICATE OF RECORDING 1SS19S00 NO. OF PAGES: 006 ^'• SEQUENCE; 88090772 DOCKET: 08:326 PAGES I676 RECORDING TYPES EASEMENT GRANTOR: KAI TRUST + ^ GRANTEES PIMA CO s` { 6 PAGES AT i 3.00 CONGERS I ON FEE - .00 0 AFFIDAVIT AT 2.00 EACH .'GO C P1600 O COPIES AT 1.00 EACH .00 PIMA COUNTY DEPT TRANSPORTATN O POSTAGE AT 1.00 EACH ri 0 SEARCHES AT 10.00 EACH ,00 00 ' TUCSON AZ 85701 TOTAL 300. =�.':.. YCS AMOUNT PAID S ,Oo DEPUTY RECORDER 2015 REC4 AMOUNT DUE s THE ABOVE SPACE FOR RECORDERS USE ONLY TO BE RECVRDED AS PART OF DOCUMENT Pi • J A�, •k4 a 0 • • • • •. OF A 8326 1676 08/12/2013 9:37 AM THIS INDENTURE, mad* this tSt (:ay of March _ig88 by and between Xxi Trimt (3mhn K44 & Hafffe Kai, jghn Kai Jr. Kerbgrj Kai, Sidney Felor), hereinafter known as the GRANTORS and PIMA COUNTT, A Body Poiitie of the State of Arizona, hereinafter known as the GRANTEE. _ VITNRSSM: SEAS, Fima County requires a perpetual easement on a razcel of land belonging to the GRANTOR; NOV THEREFORE, in consideration of one Dollar ($1.00) and other valuable considerations the GRANTORS do hereby grant to the use of the GRANTEE forever an easement for the construction and maintenance of a drainageway over that certain tract of land situated in Pima County, Arizona and more particularly described as follows: SEE ATTACHED EXHIBIT •A" CONDITIONS: 1. GRANTORS agree that the natural or existing contours of the above described land shall not be excavated, filled, or .z'tered without prior written approval of the Pima County Engineer. 2. That if at any time hereafter the above described easa%ent is abandoned by the GRANTEE, said parcel of land shall revert to the GRANTOR, or to the successors in interest of the GRANTOR, and all right, title, Interest, or claim existing by virtue and authority of this.instrument shall be extinguished. 3. That all grants, covenants, and provisions herein shall be binding on and Inure to.the benefit of the heirs, successors and assigns of the parties hereto. 4. It is understood and agreed that said drainageway easement is only for necessary construction, maintenance and access as required by GRANTEE and not fo: recreation or other use by the general public. IN WITNESS WHEREOF, I cr we, have hereunto set our hand this March 1988. '3,��iay of BY :r�Gtiz� FOR: �a : . air.:;;___-, '_�. STATE OF ARIZONA) ` �:••"` 1% f COUNTY OF PIMA The foregoing instrament Was acknowledged before se e 9 g , � deraitlne�: authority on this day of : 1988. „•. My Commission ExpirfaDommisswnExpimsFab. 14IM Y PUBLIC Approved and Accepted this Iay of ATTEST: Clerk of the Board of Supervisors of Pilaa County _.max • ai Chairman of the Board of Supervisozs of Pima County 8326 1677 08/1212013 9:37 AM • f PUBLIC DRAINAGE EAST 81 -- A parcel-cf Iand'loaated fa Lot.5-6f Section 6, Township 12 South, Range 14 East, of the Gila and Salt River, Base and teridian, Pima County, Arizona, more particularly described as follows: COMMENCING at the Vest S corner of said Section 6,1said point being the centerline intersection of Palisades Road and North First Avenue; THENCE South 8902515311 Bast, along the centerline of Palisades Road, 444.00 feet; TSENCE North 00341070 Bast, perpendicular to said centerline, 45.00 feet to the north right-of-way, said point being the TRUE POINT OF BEGINNING; THENCE continuing North 0034107/ Past, n.00,feet; THENCE South 89025153" Sast,,_6¢ aN!-____ feet; THENCE South 0034/0711 hest, 30.00 feet to the afortaaiC nartn rfghf f - way; THENCE North 89025'53" West, along said north right-of-way, 64.00 feet to the ?RUB POINT OF BEGINNING. Said parcel contains 1920 S.F. (0.0441 Acres). PUBLIC DRAINAGE aASBMBNT 12 A parcel of land located in Lot 5 of Section 6, Township 12 South, Range 14 Bast, of the Gila and Salt River, Base and Meridiar_, P.8m C. y, Arizona, morn particularly described as follows: COMMYCING at the West N corner of said bec;ion 6, said point being the centerline intersection of Palisades Road and North First Avenue; THENCE South 890251530 Bast, along the centerline of Palisades Road, 1024.00 feet; THENCE North 0034/070 East, perpendicular to saiG centerline, 45.00 feet to the north right-of-way, said point being the TRUE POINT OF BEGINNING; THENCE continuing North 0034107/ East, 20.00 feet; THENCE South 89025IS30 Bast, 60.00 feet; THENCE South 00341071 West, 20.00 feet is the aforesaid north right-of- way; THENCE North 89025153/ West, along said north right-of-way, 60.00 feet to tee TRM POINT OF BEGINNING. Said pazc^2 contains 1200 S.F. (0.0275 Acres). PUBLIC DRAINAGE BASF!'13 A parcel of land located in SRIt of the NV"b of Section 6, Township 12 South, Range 14 East, of the Gila and Salt River, Base and Meridian, Plan County, Arizona, more particularly described as follows; COIOQNCING at the West I corner of said Section 6, said point being the centerline intersectims of Palisades Road and North First Avenue; THBNCB South 890251530 Bast, along the centerline of Palisades Road, 1425.00 feet; THENCE North 00341070 Bast, perpendicular to said centerline, 45.00 feet to the north right-of-way, said point being the ?RUB POINT OF SWINNING; THENCE continuing North 00341070 Bast, 20.00 feet; THENCE South $9025153" Sast, 40.00 feet; THENCE South 0*341070 West, 20.00 feet to the aforesaid north right-of- way; THENCE North 090250530 West, along said north right-a�_-way, 40.00 feet to the ?RUB POINT OF BEGINNING. Said parcel contains 800 S.F. (0.0184 Acres). $ 3; 6 167 t3 B�NHIBIT 'like Page 1 of 4 08/12/2013 9:37 AM PUBLIC mzrx3!m imm it A parcel of land located in this SES of the M of Section 6, Township 12 South, Range 14 East, of the Gila and Salt River, Base and liexkSlan, Pisa County.. Arizona., more particularly described as follows: COMMENCING at the Vest I corner of r�-oolG=point being the centerline intersection of Palisades,Road and North First Avenue; TRUCE South 89025/530 East, along the centxLine of Palisades Road, 2276.00 feet; per0iiiii sitar to said centerline, 45.00 feet to the north right-of-way, said point being the TitITE POUR OF BEGIUMG; TRUCE continuing North 0034107" East, 30.00 feet; TRUCE South 89025'53" Sant, 50.00 feet; THENCE South 0034/07/ Vest, 30.00 feet to the aforesaid north eight -of - way; THENCE North.8902515310 Vest along said north right-of-way, 50.00 feet to the ?RUB POINT OF REGIOUG. Said parcel contains 1500 &,F. (0.0344 Acre*). PUBLIC DRAINAGE ussm M? 15 A parcel of land located in the Nn of the M of Section 6, Township 12 South, Range 14 East, of the Gila and Salt River, Base and Meridian, Pima County, _r Arizona, more particularly described as follows: COWWCING at the Vest 5 corner of said Section 6, said point being the centerline intersection of Palisades Road and Ncrth First Avenue; TRENCB South $90251530 East, along the centerline of Palisades Road, 1425.00 feet; THENCE South 00341070 Vest, perpeadicular.to said centerline, 45.00 feet to the south tight -of -way, said poirt being the TZM POINT OF B$GINNING; THENCE continuing South 00341071 Vest, 50.00 feet; THENCE South 890251531 East, 110.00 feet; THENCE North 00341070 East, 50.00 feet to the aforesaid south right-of- way; THENCE North 890251530 best along said south right-of-way, 110.00 feet to the TRUE POINT or BEGINNING. Said parcel contains 5500 S.F. (0.1263 Acres). PUBLIC DRAINAGE EASEWT 16 A parcel of land located in the M of the SVI of Section 6, Township 12 South, Range 14 East, of the Gila and Salt River, Base and Meridian, Pima County, Arizona, more particularly described as follows: COMMENCING at the Vest x corner of said Section 6,. said point being the centerline intemrtion of Palisades Road and North First Avenue; THENCE South 89025153, Baal., along the centerline of Palisades Road, 1852.00 feet; THENCE South 00341010 Vest., perpendicular to said centerline, 45.00 feet to the south right-of-way, said point being the TRUE POINT OF WGIxKIHG; THENCE continuing South 0034/070 vest, 50.00 feet; THENCE South $90251531 Bast, 110.00 feet; THENCE Worth 0034/070 fast, 50.00 feet to the aforesaid south right-of- way; TRUCE Ncrth 890251530 Vest along said south right-of-way, 110.00 feet to the TRUE POINT OF BEGINNING. - Said parcel contains $500 S.P. (0.1263 Acres), j 08/12/2013 9:37 AM PtMLIC MAIXItifEr nXD=T 17 A pazceI of_ land_ located_.!a• theft of the Svc[ of StCtion 6, Township 12 South, 14 bast, of tiie"Gila and Salt River, Base and Meridian, Pima county, Arizona, more particularly described ar follows: COMWCrNG at the Vest s corner of said Section 6, said point being the centerline intersection of Palisades Road and North FI*t Avenue; TRUCE South 89025/531 East, along the centerline of Palisades Road, 2231.6'9 ;eat; TRENCE South 00341070 Vest, per'lmdierlar to said centerline, 45.00 feet to the south right-of-way, said point Ixirq the TRUN POW OF ERGIUMG; THENCE continuing South 0034/070 Vest, 20.00 feet; T=C8 South 89025153" East, 40.00 "feet; THENCE North 00341079 S,st, 20.00 feet to the aforesaid south right-of- way; THENCE North 890251531 a=st along said south right -of -ray, 40.00 feet to the THUS POINT OF B8GINNING. Said parcel contains 600 s.a. i0.0184 ,asa81. EXHIBIT *A0 - Page 3 of 4 8326 1680 08/12/2013 9:37 AM w rrr. 4fro1Z lvTev," AWrH.VW arr,s F Af sACWN C/emu All iP E; N.O* r5*53ow. � A 71' Trzs �i O�JIML41 um y . r r U _-d� oE: 07 �231 ac 71P. 4C�W A 0,d. PD.E, =/lr.�►�i1C'd�f.I/��' E�L!'�I��VT J D ko io AIKE BOYD, RECORDER PIMA COUNTY, ARIZONA CERTIFICATE OF RECORDING P1600 PIMA COUNTY DEPT TRANSPORTATN 09/06/89 13957:00 TUCSON AZ 85701 6 PAGES AT $ 3.00 CONVEReION FEE .00 0 AFFIDAVIT AT 2.00 EACH .00 NO. OF PAGES: 006 O COPIES AT 1.00 EACH .00 SEQUENCE: 89111925 0 POSTAGE AT 1.00 EACH .00 DOCKET: OJ616 PAGE: 1200 0 SEARCHES AT 10.00 EACH .00 RECORDING TYPE: RIGHT OF WAY GRANTOR: KAI MAMIE + GRANTEE: PIMA CO TOTAL 3.00 + JES AMOUNT PAID $ .00 DEPUTY RECORDER 2012 REC3 AMOUNT DUE $ .60 PICKUP THE ABOVE SPACE FOR RECORDERS USE ONLY TO BE RECORDED AS PART OF DOCUMENT is .411 00 NOT DETACH CERTIFICATE FROM DOCUMENT 8616 1200 08/1212013 9:38 Am STATE OF APJZONA I I hereby asttfy that the within Imtrnment • a was filed for record is Pima County. COUNTY OF PIMA State of Aetama Witness my hand and Official Sat. Indexed I Patted Blotted By County Recorder No. Book Page Woe: Request or Deputy Fee: PIMA COUNTY. ARIZONA RIGhTOFWAY AGRLEMENT KNOW ALL b1EN BY THESE PRESENTS - Thai Mamie Kai, John Kai Jr., Herbert Kai, and Sidney L. Felker (Ca- trustees) hereinafter called grantors, for and in consideration of W! sum ei UNE DOILIR 1111.001 -r.J other good and valuable considerations to them, and each of them, in hand paid by PIMA COM.rY, a body politic and eor foveal.. hrreinaller called grantee. reeeL-t �d whkh is hereby Aduwwkdged. have *rank i and conveved and do by these press is gr n, and convey unto the said grantee a perpetual anment and right-0f way for the cautt Wioa, maintenance. buitding. repairing, ope► tui lo, replacen o r. and removal of a sewer line or sewer lines, manholes, and appurtenaaaa in, over. under, dnd atrots the following described premises, situac, in Pima County. Arbor ut. to wit: See Attached Exhibit "A" North First Avenue Sewer I.D. 3M And the said grantors covenant and sittee that the say! grantee may enter an the said land and may dig ditehaa and Install sewer litres and may ante. the said prrmiza at all rea soeuble times for the purpose of construction. maintenance. building, nVeiring, tanking. mptaciog, and removing the said sewer lip - r lines, manholes, and appurtenances. This rightd•way is granted upon tl.e following espress conditions. 1. That following any use of the above described premises for the above purposes, the land will be restored to a good and clean condition. 2. Grantors may use the said rightd way for any pugme not inconsistent with the acnol un of said rightd way for ssver purposes pursuant to the right. away granted However. Grantors covenant to keep the righ 4-way open and free from any obstruction, or ew-caehment at all dam a. The aeeeptanm by Grantee of this agreement shall constitute an acceptance of these conditfau, his agreement dealt 6e binding upon and dull inure to the benefit of the Iris,` reep�resefitattw, acoessors. am ata�u of the Partin harsto.,�pppp IN WITNESS WHEREOF. the said grantto�orsshave hereunto set their hands this l9 _..,L_. 71G1i Mamie Kai�� STATE OF ARMNA ss Her i COUNTY OF PIMA Sidney elker The foregoing Instrument was ackmowledgrd before use, a Notary Public on this day of _ t/f ,.19— M �r— 7 _ e Notary Publle y eowminiott e:tpites: 616 1201 -�-" 08/12/2013 9:38 AM EXHIBIT "A" 30 FOOT PERKANENT SWER EASEMENT - KAI PROPERTY (SECTION 6) A 30.00 feet vice permanent sewer easement and a 50.00 wide temporary construction easement adjact,.it to and contiguous with the right line of said permanent easement, except as noted herein, on that parcel of land as recorded in Beak 7260 an Page 1287 and Docket 7680 on Page 1065 thereof. situated i:i the west half of Section 6, Township 12 South, Range 14 East, Gila and Salt R_tver Base and Mer4'dian, Pima County, Arizona, said easement being 15.06 feet wide on either side of the following described centerline: Beginning au the northwest corner of said Section 6. Thence South 89.36'20" East along the north line of said section a distance of 718.87 feet to a point on the north line of said parcel, said point also being the TRUE POINT OF BEGINNING; Thence departing said north line South 55'48'19" East a distance of 19.60 feet; Thence South 02'46'41" East a distance or 412.00 feet; Thence South 24'02124" East a distance of 500.00 feat; Thence South 38*051410 East a distance of 500.00 feet; Thence South 07*321420 West a distance of 500.00 feet; 1"aence South 08'21'12" East a distance of 500.00 feet; Thence South 44.14100" East a distance of 450.00 feet; Thence South 00'05150" East a distance of 10.07 feet to a point on the north right-of-way line of Palisades Road as recorded in Book 8 of Read Maps and Page 37; Thence continue through said Palisades Road right-of-way South 00'05';0" East a distance of 90.00 fact to the south right-of-way line of said road; Thence departing the right-of-way line of said road continue South 00'05'50" East a distance of 10.93 feet; Thence South 35'42127" East a distance of 500.00 feet; Thence South 36*18113" East a distance of 350.00 feet; Thence South 22*01127" West a distance of 410.00 feet; Thence South 33*581070 West a distance of 500.00 feet; Thence South 18033104" East a distance of 490.00 feet to a point hereinafter referred to as "Point AN; Thence South 04'21150" West a distance of 315.00 feet; Then-: South 05*33125" West a distance of 300.00 feet; 8616 1202 rr0qWrW. MM2 )13 9.38 ArV Thence South 44'13'19" Oast a distance of 14.04 feet to a point 10.00 feet north of the south line of said Section 6, being the south line of said parcel of land, said 50.00 feet wide temporary constriction easement becomes a 60.00 wide easement adjacent to and contiguous with the left side of said permanent easement which becomes a 20.00 feet wide easement, said permanent easement being 10.00 feet wide on either side of the following described centerline to the terminus point of said 20.00 wide easement; Thence South 89.13'19" East parallel to the said south line of Section 6 and said south parcel line a distance of 392.00 feet. to the terminus point of said 20.00 wide easement; Said permanent sewer easement now being a 30.00 feet wide permanent sewer easement with a 50.00 feet wide temporary construction easement adjacent to and contiguous with the left line of said permanent easement being 15.00 feet wide on either side of the following described centerline; Thence South 44'13'19" East a distance of 14.14 feet to a point an the said section line and said south parcel line; Thence departing said parcel line North 89'34'59" East a distance of 380.00 feet; Thence North 46'56'12" East a distance of 91.36 feet to a point on the north -south quarter section line and the east line of said parcel of land said point also being the point of terminus of said 30.00 feet wide easement; Beginning again at the heretofore mentioned "Point A" with the 30.00 feet wide permanent easement and the 50.00 feet wide temporary construction easement contiguous on the left on the following described line; Thence North 88'02'12" East a distance of 472.19 feet; Thence North 88.01'44" East a distance of 272.00 feet; Thence North 50'46'32" East a distance of 73.75 feet to a point on the quarter section line and the east line of the said parcel, said point also being the final terminus of this said easement; With the exception of that portion within the right-of-way line of said Palisades Road; The sidelines of said easement to be extended or shortened as necessary to meet at angle points and the boundary lines of said parcel. Said permanent easement contains 213,850 square feet, more or less. Said temporary construction easement contains 382,750 feet. more or less; Said temp,)rary construction easement shall become null and void upon final aeeeptame of the sewer construction by the North First Avenue Sewer T.mproveQent District or on December 31. 1992, whichever comes first. RAB : MO : j c REP-7 (86-205-02A) 8616 1203 g:' _ ..;. -•..err ..rw•ww.wr......,...�,w�r.�.,. �. �.�. .- ..-.. ::h•(l•:'FjD':d 7 r _ s�i¢•v,"'1' . F2': �' r .7. P. C.ItD. ,TIES.age 3fil 2,0• s + TRUE POINT OF 6EG'INNING MH c NEW 30PERMANENT � • SCALE '�� SEWER EASEMENT ! 1"m 400 } 60' TEMP. CONSTRUCTION T. �`� 4 K A I PA R C E L DKT. TiWC 1287' DKT. 7660/ I065 QS 55.48' 19" E 19. Ed ''• ! '� ' ' ' ®S02.4001" E 412.00' NW 1/4 SECTION 6 • '+' + 03 S 24.02'24" E 500.00' 5 - QS 38.05' 41" E .600600' j (5) S O7. 32' 42" W 56 00' ©SOB* 20.12" E 500.00' OS 440 14' 00" E , 450. ADO' ' I . ' QSO6.03' 00" E 10.07.. g . ' MH W 1/4 Co R ` FD90 R/W . BRASS `�W ;. CAP ' PALISADES ROAD 8K.8, PG. 37 R M --- .SHEET 1 30 PERMANENT SEWER EASEMENT R-Jones K A0 Associates.Inc. Or A I PROPERTYjolarrY '3449 , mt . ent" tucsoit �z..s»� -s ee 2' SHEETS SECTION 61 T 12- S, R14-E , SSE G R 8M PIMA •.:0. ARIZONA e6• cos, 02 9 S 00005150" E 10, 93' • ' ' I S 35042' 27" IE 500.00' ��6 %+ `, II S 360 18 13 E 350.00s;,+•�,�;: ;S 22" 01' 27"W 410.0d. !3 S 330 58' 07" W 500. 00' S 18.33' 04" E 490.00'•','' @ S 04° 2I' 50"W .315. Cd 6 S 050 33' 25"W 300. 00' ; S 440 13 19" E , 14.04. 8 S 89" 13' 19"E 3 92. 00'.' 19 S 44013' 19" E 14. 14' ' U N 690 34 59" E 380.00' ' 21 N 46056' le"E 91. 36' 2 N @8*02' 12"E 3 N 88001' 44"E 272:00 4 N 50°46' 32"E 73. 75' .'+' ' TOTAL AREA OF -NEW PERMANENT ESMT a 2131850 Sq. Ft. f PACISAILff GOAD - b PS: 37 RN{ - o i w . r SCALE 1 EXCEPTION 1"•4cd KAI PARCEL �-•IT. 7260/1287 in D%K. ,7680/ 1065 IxSV I/4- SEC.- 6 tz 1 POINT "A" 17 MH 8 MH I � MH IO' 9 . FD. NAIL-� ` 1 6 P/LJ MN 7 SHEET 2 201 & 30� PERMANENT SEINER ESMT. OF KA I PROPERTY 2-SHEETS SECTION 61 T 12- S, R 14 -E a & S R 8 M PIMA OINTY AR170NA to 0 N IF. 50' TEMP CONSTRUCTION ESMT.:. POINT OF, JERMIN POINT`OF T€RMINUII YM+i zmtrA dorry"R. Junes, "`+' 6*Associates.Inc. >lll�t wrrt a m8m URIn - RECORDED BY: JEH DEPUTY RECORDER 2012 RD 15 TSi-T ,=_ TUCELL LIMITED PARTNERSHIP _ PO BOX 91211 C/O US WEST NEW VECTOR BELLEVUE WA 98008 2211 ORIGINAL. DOCKET: 9307 PAGE: 1298 NO. OF PNGES : 5 SEQUENCE: 9ZO82361 06/08/92 EASMNT 15:31:00 MAIL AMOUNT PAID f WEMEr,-.- 'Ilse Grantor, ; , amie Kai: Jahn Kaai Jr.: Herbm Jai: Sidney Lex Felker . for and inconsideration of Ten Dollars ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, grants and conveys to Grants Tt:Cell limited Partnership, a non-exclusive ingress, egress, and utilities easement as well as a communications f :cilities easement and right-of-way, on, over, across, along, under, and through Grantor's property. Grantee shall we the Easement for construction, maintenance and operation of a Mobile Communications facility. A legal d=cription of the property and easement, to be obtained at Grantee's expense, shall be attached hereto as Exhibits B-1 and B-2, and shall become the final descriptions of the property and easement gamed hereunder. The easement granted herein shall run with the lane+ described in attached Exhibits B-1 and 13-2 for an initial term of five (5) years, commencing on -,ARW 1.1992 . Grantee has options to extend the Easement for _3 consecutive five (5) year terms. The terms hereof shall apply to and be binding upon the Grantor's heirs, executors, administrators, successors and assigns. DATED t1his !! day of L"-o 1992. miw- %J� �l Mar ie Kai i 7�z Jahn ' Jr. /. `a �..._ Sidney t Aker Address: Q, ]BOX SGg _Nino. AZ 85y.a 7. 00 pm;ftc*--j qW r 2307 f 8 7 Slate of Arizona ) )ss. County of Pips ? commission expires: State of Arizona ) )ss County of Pl=a ) comialsslon expires: r••••:rt : Februny 14.1993 State al Arizona ) )as. County of Pima ) commission expires; t'7 Ct-.rfit:ica ri ires rebr.:,r/ 14 '.)".7 State of Arizona ) . )as. County of Plaa ) comalasion expires: r,._ �, {.r,,rt-t February 14.1991 This Instrument vas acknowledged before as this 154- day of 1992 by: -6x'�.Uy Notary pub'.Ic a`ACIAL SE4L LEE FRECKER NOTARY PUBLIC My C7mmixsiort Expires Ottuber 4. t995 Thl s Instrument was acknowledged , before me thls day of r Notary publl .'t. t T%4s Instrument was acknowledged .i -:ore me this =, day, t 19192 by-. J' X., Cr 7F-1 Notary psblit wF i This !nstreeent was acknowledged [ ire •c this fday of Notary pu Ito 9307 1299 MMIBIT " B-l" LEGAL UESCRIPTION May 12, 1997 INGRESS/EGRESS AND UTILIT'I £ASEUti A :-qal description tar a 16 teet wide ingress -egress and utility easement in the Northwest one -quarter at Section 6 of Township 12 South, Ranqe 14 East Gila & Sal. River Rase & Meridian, Pima County, Arizona. A strip a' land :16.00 feet wide, being 8.00. feet on each side et the fotlovinq described centertine; Comnencinc at the Center one -quarter corner ct Section 6 of Township 12 South, Ranqe 14 East, Gila and Salt River Base and Meridian, Pima County, Arizona, thence North 89 deqrees, 25 Mn1;t*�s, 06 seconds hest alonq the East -hest one -quarter line a distance of 543.80 feet. thence North G.: degrees. 34 minutes. 54 seconds Last a distance of 45.00 teat to the: POINT of IIFGiNNIHG; thence North 2L degrees. 59 minutes, 55 seconds Kest a distance at 49.16 feet to a point of curvature to the right; thence alonq the arc of said ci . r7e, having a radius at: 190.00 teet thrnugn a central artier of 43 dearees. 00 minutes, 00 seconds, a dtatance nt 142._`9 feet to a point of tangency; thence North 7.1 dearet-q. 00 minutes, 05 seronda Fast c distance at 197.39 teet to a flQlilf- of curvature to the Lett; thence alang the arc of said curve, havxna a radium at 260.00 teet through a central angle of 65 deqrees, 39 minutes, SO seconds, a dit;tans.: of 297.97 teat to a point of tnnae•.ncy; thence North 44 degreen, 39 minutes, 45 seconds Kest a distance at 89.63 feet to a onint at curvature to the right; thence atonq the are at nail curve, having a radius of 150.00 feet through a central anqle at 56 degrees, 30 minutes, 00 seconds, a distance of 147.92 feet to a point of tangency; thence North 11 deegrses. 50 minutes, 15 seconds Fast a distance of LLS.57 feet to a point at curvature_ to the right; thence alonq the arc of said curve, having a radius of 150.00 feet throuqh a central angle of 22 degrees, 30 minutes. 00 seconds, a distance of 58.90 feet to a point of tangency; thence North 34 deqrees, 20 minutes, 15 seconds Bast a distance (it 9b.56 teat to a Paint at curvature to the left; thence alonq the arc at said curve, havinq a radius of 150.00 trPt through a centre] angle of 40 deare!es, 00 minutes, 30 Re!cgnds, a distance at 1.04.74 feet to a point nf tangency; t.henve. North U5 deqrees. 40 minutes, 15 Reronds Kest a di stance at: 1.33.77 tacit to a anint (it curvature to the Lett; the►nre aJ nnq the arc ni gse.id curve, havinq a radius at l:)y.n0 foot. throttgh .1 central unq:e of 17 degrees, 59 minutes, :10 St'V ►nda. a d i rzt nTjCP. tat 'I0.6;e i e-e•t t a a vni nt at tttngrnev; 9307 1300 1 w pw :Y�� EXHIBIT "B-1" page .,i 2 thence !Forth 23 degrees, 39 minutes, 45 seconds West a distance of 114.80 feet to a point of curvature to the right; t:rc:r,ce along the arc at said curve, having a radius at 150.00 feet throuqh a cent cal angle of 42 degrees, 00 minutes, 00 nevands, a di ntaac at 109. 96 feet to a point of tangency; thence North 18 degrees, 20 minutes, 15 seconds East a distance of 121.30 feet to a point of curvature to the left; thence along the arc of said curve, having a radius of 140.00 feet through a central angle of 23 degrees, 30 minutes, 00 seennds, a distance of a7.42 feet to a l.oint of tangency; thence North 05 clegree:a, 09 minutes, 45 seconds Neat a distance of 23.27 feet to a point of curvature to the right; thence along the are of said curve. navanq a radius of 140.00 teet through a central angle of 2.7 degrees, 00 minutes, 00 :seconds, a distance nt 65.97 feet to a point of tanoeney; thence North 21 degi ees, SO minutes, 15 seconds East a distance at 33.iS fact to a point of curvature to the left; thence along the arc of said curve, havinq a radius of 75.00 feet through a centrat anala of 20 degrees, 00 minutes, 00 seco.ida, a distance of 26.18 feet to a paint of tangency; thence North O't degrees, 50 minutes, 15 seconds Fast a distance of 44.74 feet to a point of curvature to the right; thence alanq the are at said curve, having a radius of 290.00 tent through a central angle of 44 degrees, 45 minutes, 28 seconds, n distance of 226.54 feet to a point of tangency; thence Korth 46 degrees, 35 minutes, 43 seconds East a distance at 183.08 feet to a point on the southwesterly line of a U.S. Kest cellular phone site, maid point lyinq North 43 degrees. 24 minutes, 17 seconds West, 26.00 teat, tram the southerly corner theaceof ; thence Korth 46 degrees, 35 minutes, 43 seconds East a distance of 8.00 teat; thence South 43 degrees, 074 minutes, 17 seconds East a distance of 26.00 feet to the 3outneasterlT line of said site. The sidelines shall be lengtheneed or shortened as necessary to eliminate gaps And overlaps. This legal deescr•iption Was writeen under my supervision. 11074 9307 130 ! %�' ` EXHIBIT "B-2" LEGAL DESCRIPTION March 27, 1992 COMMMICATIONS FACILITY EASEHENT A legal description fqr a U.S. Rest Cellular Phone site in the Northwest one -quarter of Section 6 of Tcmnship 12 south, Range 13 East GiSRBSK Pima County, Arizona. Commencing at the North one -quarter corder of Section 6 of Township 12 South, Range 14 Zast, Gila and Salt River Base and Meridian, Pima County, Arizona, thence South 89 degree*, 35 minutea, 43 seconds Kest along the North line of said section 6 a distance of 270.74 feet; thence South 00 degceas, 24 minutes, 17 seconds East a distance of 232.60 feet to the POINT of BEGINNING; thence south 43 degrees, 24 minutes, 17 seconds East a distance c 60.00 feet; thence South 46 degrees, 35 minutes, 43 seconds Rest a distance of 60.00 feet; thence North 43 degrees, 24 apinutes, 17 seconds Rest a distance of 60.00 feet; thence North 46 degress, 35 minutes, 43 secondn East a distance of 60.00 feet to the POINT of BEGINNING. Containing 3600 square feet or 0.08 acres. This legal description was written under my supervision. 1 of 1 9307 1302 A-1 rye DOCKET: 9376 RECORDED BY: RBJ PAGE: 479 a DEPUTY RECORDER NO. OF PAGES: 4 2234 RD17 i=oi� SEQUENCE: 92134961 OTEPC 09/15/92 TUCSON ELECTRIC POWER Ef-SMNT 09:39:00 P 0 BOX 711 220 W 6TH aICIt'JP TUCSON AZ 85702 AMOUI:T PAID f 6.Ou RIGHT OF WAY EASEMENT MAMIE KAI: JOHN KAI. JR.; HEUFRT KAI and SIDNEY LEX FELI:ER. as Co-Trus::es of the Kai Trust Agreement dated December 29, 1980 (hereinafter referred to as "Grantor"), hereby grants to Tucson Elcct.ie Power Compauv, an Arizona corpo ation4 its suc=sors and assigns (hereinafter referred to as "Grantee"), an casement and right of nay to construct, use, maintain, operate, alter, add to, repair, mplace, reconstruct, inspect and remove at any time and from time to time electric lints and appurtenant .facilities for the transmission and d8stribudon of electricity, consisting of wires, underground conduits, cables, vaults, manholes, h,gdholes, and including above -ground enclosures, markers, concrete pads, risers, poles, anchors, guy wires and other appurtenant fixtures and equipment nr".essary or useful fur distributing electrical cnergy and communication facilities. in. over. under, across and 1long that certain real property described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND BY THIS f EFERENCE MADE A PART HEREOF. Grantor agrees for itseif, its successors and assigns, not to erect, place or maintain. nor to permit die erection, placement or maintenance of any building, landscaping, earth fall, halls or fences upon the above herein described casement, which would impair the repair, ma:ntenancc or removal of any or all of the facilities. All systems, including electrical and communication installed by Grantee in and upon the above described casement and right of way shall retrain the personal property of the Grantee and shall not be deemed a part of the realty. Grantee and its contractors, agents and employees shall have the right to trim or top such trees and to cut such roots and icmove such obstacles that could endanger or interfere with said systems and shall have free access to said systems and every part thereof, at all times, for the purpose of exercising the rights herein granted. Grantee shall have the right during construction of the initial facilities, to use for the purposes incidental to said ccrtstruction, a strip of land 10 feel in width ;.djaccnt and contiguous to the herein granted easement and right of way, said strip to be in whole or in part on either side of said easement and right of nay, said right to use said strip of land ceasing and being terminated at such time as said initial constriction is campletcd. Grantor shall rot increase or ':crease the grount: surface elevation within the boundary of the above described easement and right of way existing at the bate oi'the e: eeu:ion of this instramcm Subsequent to the construction. the ground surface shad not be Nnetrat-xl to a depth is excess o: 12 inches by any tooi or implement, without having the underground facilities located and taking all necessary precautions to protect them. If subsequent to construction, the grade is Cunged ;n such a nav as to require relocation of the facilities, the cost shall be borne by Grantor er subsequent owners. Grantor hereby agrees that these coven+ as are made for the above described real property ivhi;.h is the subject of this casement and right of way, and Granto, holds Grantee harmless from claims for trespass which may I c made by parties having an interest in the above described real piroperty :hat have not entered into this agreement. In consideration of the mutual temu, covenants and conditions herein contained, this easement shall be binding upon and inure to benefit of any heirs, executor,, administrators, pcnnittces. 'iccnsecs, agents. or assigns of Granter and the successors and assigns of the Grantee. In witness hercoL the Grantor has executed thcsr: presents this 9 day of 19 MAMIE KAI f fm-KAf. JR. 2 e HERBERT KAI fUNEY L1ZX FELKER STATE OF ARIZONA ) )ss. COUNTY OF PIMA ) This instrument was acknowledged before nic, the undersigned notary oublie, by_ Ivlamic Kai this y_day of r ' 1914 2._ My Commission Expires: PCN 92-141 W.O.13434 1201 E. Palisades Dr. -9376 ; 09 / Notary Publi4 ; t; .v C L STATE OF iRIZONA ) Iss• COUNTY OF FIKM ) This instrumad uas acknowledgod before me, the undersigned noury publi., by John Kai. Jr. this Y day a ...�� �l�J _ 1,9�_4 ,- My Commission Expirw.=m• ••: +:. Tt-ivary 1:.17I7 �+Cl/at,r jZ,v �w-1' . \ 111,1L�g :4 Notary Pablic J� • S 1� STATE OF ARIZONA 1 �' �' •'O COUNTY OF PIMA )ss. .r ....... • ��y i; JJ1LJ�1�5 .zf!i Ms instrument was acknowledged beforc me, the undersigned notary public, by Herbert Kri ibis $ day or .19 My Commission Expil!! r •`r fr��•uY ii.7997A'� 0✓y7y•�;� NotwyPubliQ•. ai �iiJ q'l0\ . o STATE OF ARIZONA )'••, • ' ; ;h ss COUNTY OF PIMA ). •''••'r��1..)' ,} ' ` This instrument uas acknowledged before me, the undersigned notary public, by ` Sidney 1•ex Felker this' day of�/%� My Commission Expires. l0 •' ��_ _��"�� Notary Public PCN 91-1-41 W.0.19434 1201 E. Palisades Dr. omen SM LEE FRECKER Hotsry��.>i�c Earn ft a, IM 9376 Thence North 23' 39' 45" West, a distance of 114.80 feet to a point of curvature to the r';ht; Thence along the arc of said curve, having a radius of 150.00 feet through a central angle of 42' 00' CO", a distance of 109.96 feet to a point of tangency; Thence North 18' 20' 15" East, a distance of 12130 feet to a point of curvature to the left; T;�encz along the arc of said curve, having a radius of 140.00 feet through a central angle of 23' 30' 00% a distance of 57.42 feet to a point of tangency; Thence North 05' 09' 45" West, a distance of 23.27 feet to a point of curvature to the right; Thence along the are of said curve: having a radius of 140.00 feet through a central angle of 27' 00' 00", a distance of 65.97 feet to a point of tangency; Thence North 21.50' 15" East, a distance of 33.15 feet to a point of curvature to the left; Thence along the arc of said curve, having a radius of 75.00 feet through a central angle of 20' 00' 007, a distance of 26.18 feet to a point of tangency; Thence North 01' MY 15' East, a distance of 44.74 feet to a point of curvature to the right; Thence along the are of said curve, having a radius of 290.00 feet through P. central angle of 44' 45' 28", a distance of 226.54 feet to a point of tangency; Thence North 46' 35' 43" East, a distance of 183.08 feet to a point on the Southwesterly line of a U. S. West cellular phone site, said point lying North 43' 24'17" West, 26.00 feet, from the Southerly comer thereof; Thence North 46' 35' 43' East, a distance of 8.00 feet; Thence South 43' 24' 17" East, a distance of 26.00 feet to the Southeasterly line of said site. The sidelines shall be lengthened or shortened as to meet the bisection of the --agle points. PNC 92.1.41 W.O. 18434 1201 E. Palisades Dr. 9376. ; 482 EXHIBIT "A" A 16 foot wide easement in the Northwest one -quarter of Section 6 of Township 12 South, Range 14 East, G&SRB&K Pima County, Arizona. Said easement being 8.00 feet on each side of the following described centerline: Commencing at the taunter one -quarter corner of Section 6 of Township 12 South, Range 14 East, G&SRB&M, Pima County, Arizona; Thence North 89' 25' 06" West along the East-West one -quarter line, a distance of 543.80 feet; Thence North 00' 34' S4' East, a distance of 45.00 feet to the Point of Beginning; Thence North 21' 59' 55' West, a distance of 49.16 feet to a point of curvature to the right; Thence along the arc of said curve, having a radius of 190.00 feet through a central angle of 43' 07 00", a distance of 142.59 feet to a point of tangency; Thence North 21' 00' 05" East, a distance of 197.39 feet to a point of curvature to the left; Thence along the arc of said curve, having a radius of 260.00 feet through a central angle of 65' 39' S0", a distance of 29797 feet to a point of tangency, Thence North 44' 39' 45' West, a distance of 89.63 feet to a point of curvature to the right; Thence along the arc of said curve, having a radius of 150.00 f.et through a central angle of 56' 30' 00", a distance of 147.92 feet to a point of tangency; Thence North 11' S0' 15" East, a distance of 11557 feet to a point of curvature to the right; Thence along the are of said curve, having a radius of 150.00 feet through a central angle of 22' 30' 00% a distance of 5890 feet to a point of tangency; Tberce North 34" 20' 15" East, a distance of 95.56 feet to a point of curvature to the left; Thence along the arc of said curve, having a radius of 150.00 feet through a antral angle of 40' 00' 30", a distance of 104.74 feet to a point of tangency; Thence North 05' 40' 15" West, a distance of 133.77 feet to a point of curvature to the left; Thence along the are of said curve, having a radius of 225.00 feet through a central angle of 17' 59' 30", a distance of 70.65 feet to a point of tangency; PNC 92.1.41 W.O. 18434 1201 E. Palisades Dr. 9376 481 First American Title P. afar RODRIGUEZ, RECORDER RECORDED BY: PSG DEPUTY RECORDER 9394 R0% W TIFFANY & BOSCO 1850 N CENTRI%L AVE 500 PHOEN= AZ 85004 DOCKET: 11720 O*R. PAGE: 1081 NO. OE PAGES: 4 S90UENCE: 20020140347 01/22/2002 , t0 14:21 AMOUNT PAID $ 9.00 EXHIBIT "B" TO THE MASTER COLLOCATION SXMLEASE AGREEMENT Memorandum of Site Lease Acknowledgment (Lease) Site Name: TUCOro Valley Site I.D.: Senegal— PH40XC601D This Memorandum evidences that a sublease was made and entered into by written Site Lease Acknowledgment dated 06dvW g 20 01 CI LA") between Verizon Wireless (VAV1) LLC, dba Verizon Wireless ("Landlord") and S,011mt SkgV�-� L.. ("Tenant"), the terms and conditions of which are incorporated herein by reference. The SLA provides in part that Landlord leases to Tenant a portion of a certain site ("Site") located at 1201 East Palisades Drive, Oro Valley, AZ within the property of John Kai ("Owner") which is described in Attachment "I" attached hereto, with grant of rights of access thereto and to electric and telephone facilities for a term of five (5) years commencing on /% : 200/ which term may be subject to €emp V additional five (5) year extension periods by Tenant. 4"� A copy of the SLA is on file in the office of the Landlord and Tenant. y� IN WTI'NESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written. AUTHORIZED LANDLORD Verizon Wireless (VAW) LLC, Dba Verizon Wireless By: Name: Robert F. Swaine Its: Vice President —Network West Area Date: /10 -- E? —01 TENANT SPRINT SPECTRUM L.P. 13y: .(r `Rt3M ►..r Name: Georg GhaB MUNSEM Title: D!!or ve opment Date: i 2 0 First American Title First American Title CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California ss. County of QrAge On .�+br d , before me, t /JRa I�') - _(!%AM bate rr Naman e d e r (e g •Jane Doe, Notary PubSn b � Sty ' personally appeared "Z F , Name(s) of slgne e ❑ personally known to me 5rproved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Is/are CAROLYNJ WILSON subscribed to the within Instrument and Commissionataxu tZau9a acknowledged to me that he/she/they executed Notary public - C8lifornis orange county the same in his/her/their authorized WCoftM-1, PIpaDaotg,20Q4 capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official sea]. ra PIN* Notary seal Above b0akft of Notary Pubic OPTIONAL Though the Wonumfion below is not required by taw, It may prove valuable to persons relying on the d=mem and could pnfvent Naudulent removal and reaffachment of this form to another domment Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(]es) Claimed by Signer Signer's Name: ❑ Individual Top or MUM hero ❑ Corporate Officer — Title(s): ❑ Partner —❑ Limited ❑ General ❑ Attorney in Fact iJ Trustee ❑ Guardian or Conservator ❑ Other: signer Is Representing: O 1997 Nattoml Notary Assodaeon • 9350 be Soto Ave P D Hot 2402 • Chatpmrth. CA 91313-2402 Prod No 59n7 Aeorder. Can Tat-froe 1-0do•175-M7 1 a 2 i 2 First American Title First American Title Attachment "1" To The Memorandum Of Site Lease Acknowledgement Site Name: TUCOro Valley Legal Description of the Premises: Site I.D.: Senegal— PHOXC601D DESCRIPTION OF 0 WNER8S PARCEL Lots 3,4,5,E and 7; the southeast quarter of the northwest Quarter and the east half of the southwest quarter of Section 6 Township 12 south, Range 14 cast. Colt) and Salt River Bose and Meridian, Pima County, Ar;zono' Except that port described as follows Commencing at the west quarter corner of said Section S. Thence east, along the quarter section line, 400 feet to the POINT OF BEGINNING, Thence continue east along said quarter section line 920 feet. Thence south, parallel to the west line of said Section 6, 1320 teet. Thence Nest, parallel to the said quarter section tine 920 feet. Thence north, Parallel to the west time of said section, 1320 feet to the POINT OF BEGINNING and Further Except that port vested in the City of Tucson by amended Final Order of Condemnation recorded in Docket 9632, Page 941 described as follows A strip of land 30 feet in width, the centerline being described as follows: Beginning at the southwest comer of Section 6; Thence along the south line of sold Section G. said line being the south fire of that terfaa-I Darrel recorded in Docket 7260. Page 7287, and In Docket 7680, Page 1065, Ponta County, Arizona, a distance of 2 183 54 feet to the TRUE POINT OF BEGINNING Thence north 44J8*14" east, a drsfance of 21.50 leaf, Thence north 89 JB'14' east, a distonce of 349 14 feet; Thrnre north 46*59 27" colt, a distance of 75 29 feet, Thence north 00'15'44' west, a distance of 1,300 00 feet, lhence north 44'44IS- east a distance of 21 21 feel to the °DINT Or TFRM(NAfiON of the above describe° celllerfine, sold poor tying on the east t.ne of file eertoin Portol recorded in Docket 7260 Pogc 1281, and in Docket 7680, Pogo 1055. Puna County Arizona, and void point also lying on the west line of the Palisades Reservoir sire, sold s;tr being recorded in Dnrkel 8737 at Poge 2082. Pima County Arr2ona, 5o,d POINT Or ITRMINA17ON lying south 8910'04' east, a dislorre of 4?<69 feet, and north 00'15'4.4' west o !,stance of 1,31025 from the point of beginning And Further Except file r,ght-of-way for Narrn firsl Avenue (12rmerly :tilled Tangerine Rood), as shown on the flop recorded in Book / of Roca limps, Page 83 and for Palisades Road as shown on the Map recorded in Book 8 of Road maps. Page 37- f 10 First American Title First American Title SPRINT SPECTRUM L.P. NOTARY BLOCK: STATE OF CALIFORNIA COUNTY OF ALAMEDA The foregoing instrument was acknowledged before me this 20th day of July, 2001, by Peter Munser, Site Development Manager, who proved to me on the basis of satisfactory evidence to be the person whose name Is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. (AFFIX NOTARIAL SEAL) JANINE D COAKLEY� COMM It 218970 t� u�! NOTARY W;LB-CALWOMIIA U7 ALWss& Canty Mh Coma EIPM ilex 10.2002 r My commission expires: May 10, 2003 Witness my hand and official seal. ( FFIotary CI#1! NOTAR S N E) .ublic - State of lfomia Janine D. Coakley (PRINTED, TYPED OR STAMPED NAME OF NOTARY) COMMISSION NUMBER: 11218270 1 2 0 1 t 0 4 First American Title F. ANN RODRIGUEZ, RECORDER RECORDED BY: JSH DEPUTY RECORDER 0497 PE-1 W MCGUIRE WOODS LLP 1800 CENTURY PARK EAST 8TH FL LOS ANGELES CA 90067 1800 Century Park East, 8" Floor Los Angeles, CA 90067 Attention: Christopher J. Rizza, Esq. (Site Name: TUC Oro Valley) DOCKET: 13748 °gi PAGE: NO. OF PAGES; SEQUENCE: 786 5 20100320184 s1 ^c `q$IZOTi4`. EASMNT 02/18/2010 16: 15 MAIL AMOUNT PAID $ 10.00 (Space above this line for Recorder's use.) MEMORANDUM OF THIRD AMENDMENT TO OPTION AND AGREEMENT TO GRANT EASEMENT THIS MEMORANDUM OF THIRD AMENDMENT TO OPTION AND AGREEMENT TO GRANT EASEMENT ("Memorandum"} evidences that a Third Amendment to Option and Agreement to Grant Easement dated 112 9 , 20" (the "Amendment"), by and between Capri Company. L.L.C., an Arizona limited liability company collectively, "Grantor"}, and Verizon Wireless (VAW) LLC, a Delaware limited liability company, d/b/a Verizon Wireless ("Grantee") was entered into. �l�Id Grantor and Grantee are parties to that certain unrecorded Option and Agreement to Grant Easement dated June 26, 1991, as amended by that certain First Amendment to Option and Agreement to Grant Easement dated November 1, 2001, as amended by that certain Second Amendment to Option and Agreement to Grant Easement November 6, 2006 (collectively, the "Agreement"). Pursuant to the Agreement, Grantor granted an easement to Grantee over a portion (the "Easement") of that certain real property located at 1201 E. Palisades Road, City of Oro Valley, County of Pima, State of Arizona 85747 (the "Property") (which said Easement is legally described in Exhibit "A" attached hereto), together with a right of access and to install and maintain utilities. Pursuant to the Amendment, the Agreement term shall be extended for one (1) five (5) year extension term commencing on April 1, 2012 through March 31, 2017 (the "Extension Term"). The Agreement shall automatically thereafter be extended for one (1) additional five (5) year term unless Grantee terminates it at the end of the then current term by giving Grantor written notice of the intent to terminate at least three (3) months prior to the end of the then current term. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] 1 3 7 4 8 0 0 7 8 6 8467611.1 IN WITNESS WHEREOF, Grantor and Grantee have duly executed this Memorandum of Third Amendment to Option and Agreement to Grath Easement as of the day and year first above written. GRANTOR: Capri Company L.L.C., an Arizona limited liability company By Q.0 Name: Herbert Kai Title: Manager Date: October 9, 2009 5 6L Verizon Wireless (VAW) LLC, a Delaware limited liability company, Z Verizon ' e s Name: Walter. L. es J . Title: Area Vice sid t Network Date: r-A 10 1 3 7 4 8 0 0 7 8 7 9467611.1 GRANTOR ACKNOWLEDGEMENT state of Ari7o 1 County of Pima 1 On October 9. 2009 before me, Victoria G. Ammerman . Notary Public, Gore inat MW o(Nouety) personally appeared Herbert Kai . personally known to me (or proved to me an the basis of satisfactory evidence) to be tho person(s) whose name(s) kslue subscribed to the within instrument and acknowledged to me that holshelthey executed the same in hWherAbeir authorized capacity(ies), and that by hismerAbeir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. OFFICIAL SEAL VICTORIA G. AMMERMAN y hand and official seal. NOTARY PAUBCUIc��ONA PIMmy camm. Expires Fab. 04.1013 lei tz of Nowt' Publik (Seal) 1 3 7 4 8 0 0 7 8 8 8467611.1 State of California ) GRANTEE ACKNOWLEDGMENT County of Orange ) On I 2- Q before me, P'-6 j ecc , Notary Public, personall§ app aced Walter L. Jones Jr. who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ignature of Notary PubU 8467611.1 SANDRA J. ROJAS COMM.t' 1681961 MOURY 711lUC-MIFORMIA N ORANGE court' A Mr comm. En. Ay 17, 2010 1 3 7 4 8 0 0 7 8 9 E)=IT "All Legal Description of Easement Commencing at the lgortih one -quarter corner of Section 6 of TowasbiP 12 south, Range 14 East, Gila and Salt River Base and KerLdietn, Pima County, Arirona, thence South 89 degreast, 35 minutes, 43 Seconds West along the North line of said section 6 a distance of 270,74 feat; thence South 00 degtees, 24 minutes, 17 seconds East a distance of 232.68 feet to the POON? of BEGINNING; thence South 43 degregs, 24 minutes, 17 seconds Rant a distance of 60.00 feet; thence South 46 dsgreds, 35 minutes, 43 seconds West a distance of 60.00 feet; thence North 43 dsgreds, 34 ada utes, 17 seconds Nest a distance of 60.00 feet; thence North 46 degre4s, 35 minutes, 43 seconds Raist a distance of 60.00 feet to the POINT of BEGINNING. Containing 3600 square feet or 0.0$ acres. 1 3 7 4 8 0 0 7 9 0 9467611.1 T Nip SeW Agenq LLO When Recorded Mail To: Meritage Homes of Arizona, Inc. 8800 East Raintree, Suite 3Q0 Scottsdale, Arizona 8526Q Attn: Tim Clements ii RECORDING i ii ii i iiiiiii iiui SEQUENCE: 20162460514 No. Pages: 7 9/2/2016 3:27 PM (y v�r F. ANN RODRIGUEZ, RECORDER Recorded By: JSH (e-recordin � z2o+� rSX D 3 �b'fi9 TEMPORARY CONSTRUCTION EASEMENT For the consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, CAPRI COMPANY, L.L.C., an Arizona limited liability company ("Grantor") does hereby grant and convey to MERITAGE HOMES OF ARIZONA, INC., an Arizona corporation ("Grantee") and Grantee's agents, employees, contractors and subcontractors, a non-exclusive Temporary Construction Easement ("Easement") through, over, under, upon, in, across and along that certain real property situated in Pima County, Arizona, and more particularly described in Exhibit "A" hereto ("Easement Area") for the purpose of construction, installation, repair, replacement, and maintenance of certain improvements as depicted on Exhibit=B" hereto (the "Improvements"). Grantee shall have all rights and privileges necessary or convenient for the full use and enjoyment of the Easement, servitude and privileges granted herein for the purposes described herein. Grantee shall be responsible for complying with all federal,, state and local laws, regulations and ordinances in connection with their use of the Easement Area and construction of the Improvements. This Easement is temporary, and non-exclusive, and Grantor reserves for itself and all future, successors and assigns all such rights and privileges in the Easement Area for any purpose not inconsistent with this Easement so long as the exercise of such rights and privileges does not interfere with or abridge the rights and privileges granted herein to Grantee. During the term of this Easement, this Easement shall be a covenant running with the land and the benefits and burdens herein shall run with the land and are binding upon and inure to all future successors and assigns. This Easement granted herein shall terminate and will be deemed abandoned at such time as the Grantee completes the Improvements and all warranty periods required by any municipal authority have expired. At such time, the termination of the easement granted herein shall be effective without further action on the part of either party. Nothing contained herein shall be deemed to be a gift or dedication of all or any portion of the Grantor property to the general public, for the general public or for any public use or purpose whatsoever, it being the intension and understanding that this Easement shall be strictly construed and limited to and for the purposes herein expressed. Page 1 of 7 02/2412017 6:35 PM * E RECORDING * Page 2 of 7 Sequence No. 20162460514 IN WITNESS WHEREQF, this Easement is executed this J_ day of i ; 2016. GRANTOR: CAPRI COMPANY, L.L.C., an Arizona limited liability company j3y. _ I STATE OF ARIZONA ) ) ss County of Pima ) On this the __L day of S , 2016, before me, the undersigned notary ersonally appeared d the aA--,. ems" of , known to me td be the person w ose nam i subscribed to the following instrument, and that he/she executed same for the purposes therein conta' d7 NoAry Public My Commission Expires: t/ NOTARY PUBLIC STATE OF ARIZONA Plma Courtly JANICE NoAeemeer SUNDERS 2018 MY com"49sion Expires 2 Page 2 of 7 02/24/2017 6:35 PM * E RECORDING * Page 3 of 7 Sequence No. 20162460514 GRANTEE: MERITAGE HOMES OF ARIZONA INC., an Arizona corporation By: Nam. 6 Its- 7< STATE OF ARIZONA ) ) ss County of Pima ) On this the Jjj day of Jai IKW, 2016, before me, the undejj'signed notary public, $ersonally appeared the � SJd'gh t" of M on �1-de►,0- AMeS——rLAeSbV% _�%Y191 b A , known to me to be the erson whose name is subscribed to the following instrument, and acknowledged that he/she executed same for the purposes therein contained. Notary Pub]a My C ami ion Expires: 31i J�! BECKY A. CALLAHM Notary Public - Arizona Pima county Expires 09/30/2017 3 Page 3 of 7 02/24/2017 6:35 PM * E RECORDING * Page 4 of 7 Sequence No. 20162460514 Ti[B Group. June 27, 2016 WLB No. 1820523-JO02 WALEGALS11820531Villages at Silver Hawk boundary.doo LEGAL DESCRIPTION THE VILLAGES AT SILVERHAWK That portion of Section 6, Township 12 South, Range 14 East, Gila and Salt River Meridian, Pima County, Arizona, more particularly described as follows:. COMMENCING at the Northwest corner of said section 6 from which the West quarter corner of said Section 6 bears S 00004'09" W (basis of bearings), a distance of 2629.21 feet; THENCE S 89034'05" E, along the North line, of the Northwest quarter of said Section 6; a distance of 75.00 feet to the East right-of-way line of First Avenue and the POINT OF BEGINNING; THENCE continue $ 89°34'05" E, continuing along said South line, a distance of 2508.45 feet to the North quarter comer thereof; THENCE S 00°15'43" E, along the mid -section line, a distance of 2593.71 feet to the North right-of-way line of Palisades Road; THENCE N $9"21'41"W, along said North line, a distance of 1896.12 feet to the beginning of a tangent curve concave to the Northeast; THENCE continue along said North line, along said curve to the right having a radius of 591.62 feet, a central angle of 23025'47", the Chord of which bears N 77°38'47" W, a distance of 240.25 feet, for an arc length of 241.9$ to a point of tangency; THENCE N 66"27'49" W, continuing along said North line, a distance of 13$.49 feet to the beginning of a tangent curve concave to the Southwest; THENCE continue along said North line, along said curve to the left having a radius of 681.62 feet, a central angle of 19°26'58", the chord of which bears N 76*11,18" W, a distance of 230.27 feet, for an arc length of 231.38 to a point of reverse curvature; THENCE along said reverse curve to the right having a radius of 50.00 feet, a central angle of 85027'03", the chord of which bears N 43*11'15" W, a distance of 67.85 feet, for an arc length of 74.57 to the East right-of-way line of First Avenue; THENCE N 00°04'09" E, along said East right-of-way line, a distance of 2382.32 feet to the POINT OF BEGINNING. Page 1 of 3 (Sketch is Page 3) Page 4 of 7 02124/2017 6:35 PM * E RECORDING * Page 5 of 7 sequence No. 20162460514 June 27, 2016 WLB No. 1820623-JO06 WALEGALS1182053\Villages at Silver Hawk bpundary.doc CONTAINING: 6,463,237 square feet or 148.38 acres of land, more or less. Prepared by: THE WLB GROUP, INC Peter Q. Cote, RLS 44121 Page 2 of 3 (Sketch is Page 3) EXPIRES 3-31-2016 Page 5 of 7 02/2412017 6:35 PM * E RECORDING * Page 6 of 7 Sequence No. 20162460514 NW CORNER G / ISEC 6 / T12S, R14E 220-60—OOIF POINT OF 36 i31 COMMENCEMENT 1� b ;. ',^ . ".::. .. N CO 's CORNER ........ �v .......... ' :: SEC 6 ;;::;;BE ......... �..............:....................:...'.....'..:..:..:....:::..:.:::.:::.::•::•:::::.: •,..::::::::::::... •:::::... T12S R14E —. r`I Nii i:r:�:c:ii:"',"',-IIII ri:::':i:irr:.?x:.:......:.:ic:rr::':'r?.i':::�r'':i-:....:::"""'i......•......i•:i':i•::•::i•::ii:•:'•isr.:vC:S: iif i:::•i:i::iiic:iiti(iii•: iN.:::'::::.':.':::::::':•:::......:::::•:'::':.....:•:':':;'::.:,;'::.':::::..:':.::':::. '.:.:::':::..................:::::::;:::;•::;•::•:::•:•::•: '::::'::•::•:::•::•:::..:.: 220-07-003B i a- .................................................................... ... I�.. :::': :..: .'. �.... .. �'::. .. . .... :...; .. '.: ...... ....... ... ... . ; .. .:.:: :.: ....... ' :.,.:.:':::.::'.'.:......';.:.:.':..:....::'..'_....::.'.:':::..:::.:...:".:'..."......''::.'..._'::.::.:.'''.':.:.;:..:.:.:.....':.':. ..':::....::.::,:.::.:.::"._.:::.':::.:..'�.::... �:.'..:..'..;.: •...: �,;.... �p ;SUB�'CT PARCEL 220-09-0990 EXHIBIT TO ACCOMPANY DESCRIPTION OF THE VILLAGES AT SILVERHAWK SECTION 6, T-12S, R-14E, G.S.R.M., PIMA COUNTY, ARIZONA WLB No. 182053—JO02 N:\182053\Naranjo & First\ S U RVEY\SSH legal exhibit.dwg 220-07-0010 1 "=500' The WLB Group SHEET 3 OF 3 Page 6 of 7 02124/2017 6:35 PM * E RECORDING * Page 7 of 7 Sequence No. 20162460514 EXEIIBIT "B" TO EASEMENT The Improvements Asphalt multi -use path located north of Palisades Road from lst Avenue to the boundary line of Catalina Shadows Resubdivision. Page 7 of 7 02/24/2017 6:35 PM TOWN OF ORO VALLEY DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.oroval lem.gov/dis 1.2 GENERAL APPLICATION FORM OV Case #: Office Use Only Application Type: ❑ Major General Plan Amendment RFinal Plat ❑ Rezoning/PAD Amendment ❑Pre -Application ❑ Planned Area Development ❑Zoning Verification ❑ Conditional Use Permit ❑Sign Criteria ❑ Zoning Code Amendment ❑Sign - PAD Exemption ❑ Conceptual Site Plan ❑Master Sign Program ❑ Conceptual Public Art ❑Communication Facility — Tier 1 and 2 Minor ❑ Conceptual Architecture ❑Communication Facility — Major ❑ Final Site Plan ❑Revised Development Plan ❑ Conceptual Landscape Plan ❑ Other Subject Property Information: Address: 1201 E. Palisades Road Parcel/Tax Code: 220-06-001 F Subdivision / Commercial Center Name: Silverhawke North Book / Page or Sequence Number: Lot Number(s) Blocks 1-8 Legal Description: NW 1/4 of Section 6, T12S, R14E Section/Township/Range: Sec. 6, T12S, R14E Area of Property: 148.38 Existing Land Use: Vacant Proposed Land Use: Residential/Commercial Applicant Information: * If more than one, attach list Applicant *: Name: James Kai Firm Address: 6088 W. Arizona Pavilions Drive, Suite 2 Telephone: 520-791-2049 Fax: Property Owner(s) if different from Applicant *: Name: Address: Telephone: Fax: Consultant: Civil Name: Paul Oland Capri, Co. L.L.C. _ City: Email: Firm: City: _ Email: (Discipline) Marana State: AZ Zip: 85743 imes.kai@kaienterprises.com Firm: The WLB Group, Inc. State: Zip: Address: 4444 E. Broadway Blvd. City: Tucson State: AZ Zip: 85711 Telephone: 520-881-7480 Fax: Email: gpoland@wlbgroup.com 5 Project Description/Narrative: Block plat subdividing existing parcel into 8 separate Blocks for future development. I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failure to do so may delay issuance of permits. See attached list of agencies. UaA, Tho*xpWn, for Applicant's Signature Paul Oland Print Name Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be rejected if: 3/13/17 Date • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning Division Manager or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. R i 1.3 FINAL PLAT - SUBMITTAL CHECKLIST NO APPLICATION FOR FINAL PLAT WILL BE ACCEPTED UNTIL THE APPLICANT HAS SCHEDULED AND COMPLETED A PRE -APPLICATION CONFERENCE WITH PLANNING AND ENGINEERING STAFF MEMBERS. All applications for Final Plat must include the following materials to be accepted for processing: Fees ¢� A completed General Application Form ❑ Approved Final Site Plan with all conditions addressed (3 copies) ❑ Approved Landscape, Irrigation and Rainwater Harvesting Plan (3 copies) CH Final Plat (5 copies) (electronic copy will be required, after initial staff review, for agenda packets) ❑ All items included in Section 2.0 of this process guide (5 copies). ❑ Signed Notification of Potential State and Federal Issues ❑ Improvement Plans (2 copies) Ca Lot closure and street centerline calculations with coordinate references to identifiable points shown on plat (1 copy) ❑ Approved Hydrology Report (2 copies) CH Complete Title Report, current to within 45 days of submittal (2 copies) ❑ Covenants, Conditions and Restrictions (CC&R's) (2 copies; 1 original and 1 copy) ❑ Aerial photograph (8.5" x 11" format), showing size and location of property and existing streets. (5 copies) 7 1 hi I w 3 ' �40` ` r� Pit 3 C 3 I ) % r r_-) cry i s t,�) APPROVALS I CLERK OF THE TOWN OF ORO VALLEY, HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL OF THE TOWN OF ORO VALLEY ON THE DAY OF 20 CLERK, TOWN OF ORO VALLEY DATE MAYOR, TOWN OF ORO VALLEY DATE PIMA COUNTY REGIONAL WASTEWATER DATE RECLAMATION DEPARTMENT TOWN ENGINEER DATE PLANNING AND ZONING ADMINISTRATOR DATE WATER UTILITY DIRECTOR DATE WATER ADEQUACY THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO ARS § 45-576 AND HEREBY CERTIFIES IN WRITING TO SUPPLY WATER TO THIS SUBDIVISION. BY: WATER UTILITY DIRECTOR CER TIFICA TION DATE I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS PERFORMED UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED SURVEY MONUMENTS AND MARKERS SHOWN ARE CORRECTLY DESCRIBED. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION. PETER D. COTE, R.L.S., No. 44121 RECORDING DATA STATE OF ARIZONA) FEE )SS COUNTY OF PIMA ) No. THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE WLB GROUP, INC., ON THIS DAY OF 20 AT M. IN SEQUENCE NO. F. ANN RODRIGUEZ, PIMA COUNTY RECORDER BY: DEPUTY FOR PIMA COUNTY RECORDER DATE GENERAL NOTES THEREOF. 44121 PETER D. COTE EXPIRES 3/31/2018 1. THE GROSS AREA OF THIS SUBDI VI SI ON I S 148.3755 ACRES. 2. TOTAL NUMBER OF BLOCKS IS 8. 3. BLOCK 1 RESIDENTIAL 1,163, 947 sq.ft. 26.7206 acres BLOCK 2 RESIDENTIAL 968,701 sq. ft. 22.2383 acres BLOCK 3 RESIDENTIAL 3,190, 492 sq.ft. 73.2436 acres BLOCK 4 COMMERCIAL 470,058 sq.ft. 10.7911 acres BLOCK 5 COMMERCIAL 585,305 sq.ft. 13.4368 acres BLOCK 6 ACCESS 34,982 sq. ft. 0.8031 acres BLOCK 7 ACCESS 17,329 sq.ft. 0.3978 acres BLOCK 8 ACCESS 28,822 sq.ft. 0.6617 acres BLOCK 9 CELL TOWER 3,600 sq.ft. 0.0826 acres MORE OR LESS. 4. TOTAL LENGTH OF NEW PUBLIC STREETS IS 0.00 MILES. 5. ZONING FOR THIS PROJECT IS: TOWN OF ORO VALLEY R1-7 (SFR) AND C-1 (COMMERCIAL) AS SHOWN HEREON. 6. NO FURTHER SUBDIVISION OF ANY PARCEL SHOWN WI LL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 7. THIS SUBDIVISION WILL BE SERVED BY ORO VALLEY WATER UTILITY (OVWU). 8. BASIS OF BEARING: THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 12 SOUTH, RANGE 14 EAST, G.S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. SAID BEARING BEING: S 00'04'09' W, AS SHOWN HEREON. 9. ALL TRAIL EASEMENTS SHOWN ON THIS PLAT SHALL BE NON —MOTORIZED PUBLIC ACCESS TRAIL EASEMENTS FOR USE BY THE GENERAL PUBLIC. NON —MOTORIZED USES GENERALLY INCLUDE HIKING, JOGGING, RUNNING, BICYCLE RIDING, PET WALKING, EQUINE RIDING, ETC. Engineering • Planning • Surveying The Landscape Architecture • Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. Group4444 Ec s;t Broc�dway lw]LETucson, Arizona 520)881-7480 — vinUyca Ui .DnVCrnuwKt\v•+ r1ULung\uo t310Ck Flat\vJH_Hlock Plat.dWg FINAL BLOCK PLAT SIL VFRHA WKE NORTH OV/ 700647 :• VJ J W ..... .:::1�=i z O O 0 FND. BCSM TAGGED RLS Y WEST 1 /4 COR. SECTION 6 z wl0 o LY=85'27'03" o R=50.00' ELpCK 1 z L=74.57' N66'21'49"W A=19_. '2~6`'5 8" 133—.4"3' R=681.62' L=231.38' 235'4 7 R=5'91.62' —L41.93' N89'21'41 "W E. PA"L I, DEDICA TION v/i SHEE T INDEX SHEET 1 COVER SHEET SHEETS 2-3 PLAN SHEETS V) 0 WNER/DEVELOPER CAPRI CO. LLC 6088 W. ARIZONA PAVILIONS DR. BLDG 2 MARANA, AZ 85743 F � (520) 791-2049 ,4jt:� ATTN: JAMES KAI FND. 3 ACP pWica,s JAMES.KAI@KKAIENTERPRISES.COM TAGGED RLS 20373._ 1896.12' C-1 /4 SECTION CORNER )AD —PUBLIC STREET — ` ENGINEER/SURVEYOR THE WLB GROUP 4444 E. BROADWAY BLVD. TUCSON A PROJECT SITE PLAN 1 "=400' WE, THE UNDERSIGNED, HEREBY WARRANT YHAT WE ARE ALL AND THE ONLY PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND SHOWN ON THIS PLAT AND WE CONSENT TO THE SUBDIVISION OF SAID LAND IN THE MANNER SHOWN HEREON. WE, THE UNDERSIGNED, OUR SUCCESSORS AND ASSIGNS, DO HEREBY SAVE THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, THEIR EMPLOYEES, OFFICERS, AND AGENTS HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES RELATED TO THE USE OF SAID LANDS NOW AND IN THE FUTURE BY REASON OF FLOODING, FLOWAGE, EROSION, OR DAMAGE CAUSED BY WATER, WHETHER SURFACE FLOOD, OR RAINFALL. IT IS FURTHER UNDERSTOOD AND AGREED THAT NATURAL DRAINAGE SHALL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED OTHER THAN AS SHOWN HEREON WITHOUT THE WRITTEN APPROVAL OF THE TOWN OF ORO VALLEY TOWN COUNCIL. CAPRI CO. LLC, AN ARIZONA LIMITED LIABILITY CORPORATION 6088 W. ARIZONA PAVILIONS DR. BLDG 2 MARANA, AZ 85743 NOTARY STATE OF ARIZONA) FEE COUNTY OF PIMA ) )SS No. ON THIS, THE DAY OF 2017, BEFORE ME, THE UNDERSIGNED PERSONALLY APPEARED, WHO ACKNOWLEDGED SELF TO BE THE OF TITLE SECURITY AGENCY OF ARIZONA, LLC., AND BEING AUTHORIZED TO DO SO, EXECUTED THE FORGOING INSTRUMENT FOR THE PURPOSE THEREIN CONTAINED BY SELF AS TRUST OFFICER. MY COMMISSION EXPIRES: NOTARY PUBLIC DATE , Z 86711 (520) 881-7480 ATTN: PETER COTE PCOTE@WLBGROUP.COM WLB NO. 182053 G-002 2 3 3 2 f 1 . ._ 3"=1 MILE OV1600017 OV914-002 OV115-003 (0)15-02 REF: (R)05-107 2 i o LOCATION MAP A PORTION OF SECTION 6 T12S, R14E, G & S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND SUBDIVISION BOUNDARY PROPERTY LINE — — — — — — EASEMENT LINE ° MATCH LINE — — SECTION LINE 1/2" IRON PIN TO BE SET BY AN RLS 1 /2" IRON PIN TAGGED "RLS 29323" SECTION CORNER / QUARTER SECTION CORNER C % ZONING MAP "=1000' P. A. D. Rl144 RI-72 PSC >i i i 0AN to 1, l� OV1700647 FINAL BLOCK PLAT SIL VERHA TYKE NOR TH BLOCKS 1-9 BEING A PORTION OF SECTION 6 TOWNSHIP 12 SOUTH, RANGE 14 EAST, G & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA MAY, 2017 SCALE: AS SHOWN SHEET 1 OF 3 SEQ.. #: T-1 1-SOUTH T-12-SOUTH FD. BCSM STAMPED RLS 36786 NW COR. SEC. 6 HIM =14 Fm Th e V _ 7W 11M Engineering • Planning Surveying Landscape Architecture •Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 EcQst Broadway GroupwiLm Tucson, Arizona (520) 881-7480 U: \182053\J-006 — Villages at Silverhawke\04 Platting\05 Block Plat\VSH—Block Plat.dwg ?9 0' 100' 200' 300' 6?%memml s 10' GAF 0 44121 0 PETER D. COTE 5/30/I 11GNED q �zana U 5.P. EXPIRES 3/31 /2018 WLB NO. 182053 G-002 OV1600017 OV914-002 OV115-003 (0)15-02 REF: (R)05-107 OV1700647 FINAL BLOCK PLAT SIL VERHA WKE NOR TH BLOCKS 1-9 BEING /� PORTION OF SECTION 6 TOWNSHIP 12 SOUTH, RANGE 14 EAST, G & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA )17 SCALE: AS SHOWN SHEET 2 OF 3 • • 6 Li 0 S EQ. #: E. STRADA PATANIA (PUBLIC STREET) (13K.'31, M&P, PG. 51) ?1lno on an shm .. N PO N N w O O O 0 z N � z N � (.0 w N Q w m O Sri o, C/) o o m O z O m W N W W � CD a_ _ - y� rJ N Cl) J O m � �a_ Y Y m o V) V) ww I I I I FD. E'CSM TAGGED RLS 35235 EAST; 1 /4 COR. SEC. 1 LO TAGGED RLS 35235 WEST 1 /4 COR. SEC. 6 DRAINAGE EASEMENT DKT. 12691, PG. 3873 J R=50.00' L= 74.57' =85'27'03" a �64�2 0 >> BLOCK 1 1,163,947 sq.ft. 26.72 acres R=681.62' L=231.38' ,�=19-26'58" DRAINAGE EASEMENT DKT. 12691, PG. 3873 SLOPE EASEMENT DKT. 12691, PG. 3873 S66 g� R=591.62' . 4g F L= 241. 9 3' �1�=23'25'47" Engineering • Planning • Surveying The Landscape Architecture • Urban Design W'%X7ff Offices located in Tucson, Phoenix, Flagstaff, AZ. and Lava Vegas, NV. = j j 4444 East Broadway Group WW Tucson, Arizona (520) 881-7480 Q:\182053\J-006 - Villages at Silverhawke\04 Platting\05 Block Plat\VSHBlock Plat.dwg 1r,Rc co-) BLOCK 2 968,701 sq.ft. 22.24 acres S86°21'38"W 50.00' R=525.00' L=51.53' =5°37'24" R=25.00' L= 41.72' =95°37'24" 93 35' go°44,14„w CV z Sg3'21 56 W N915 46 W I 50.00' I S80°44'14°W °O 92.20' I 00 I r R==325.00' !_=93.79' I �' A=16°32'03' I I D I I Z I I 3fit 30' SEWER EASEMENT �.--- DKT. 8646, PG. 1026 DRAINAGE EASEMENT DKT. 8326, PG. 1676 733.65' —� ?9 0' 100' 200' 300' 6?%mmmml 44121 M { PETER D. COTE o j ''F s 5/30/I 'GNED q�. p. 'Iona U.g. EXPIRES 3/31/2018 BLOCK 3 3,190,492 sq.ft. 73.24 acres DRAINAGE EASEMENT DKT. 8326, PG. 1676 ' I 1 I I I I I 30'INGRESS/EGRESS EASEMENT / DKT. 9307, PG. 1298 / 30' ELECTRIC EASEMENT / DKT. 9376, PG. 479 I DRAINAGE EASEMENT DKT. 8326, PG. 1676 FD. 3" ACP �\. TAGGED RLS 20373 1162.47' S89'21'41 "r 1896.12' E. PALISADES ROAD (PUBLIC STREET) _ (BK. 6, RM, PG. 21) S89'21'41 "E WLB NO. 182053 G-002 2598.78' — OV1600017 OV914-002 OV115-003 (0)15-02 REF: (R)05-107 I rn N W K) 0 N �. FD. BCSM TAGGED RLS 14975 CENTER SECTION 7.22' EAST OV 1700647 FINAL BL 0 CK PLAT SIL VERHA WKE NOR TH BLOCKS 1-9 wl t BEING A PORTION OF SECTION 6 TOWNSHIP 12 SOUTH, RANGE 14 EAST, G & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA MAY, 2017 SCALE: AS SHOWN SHEET 3 OF 3 6 Ld V) SEQ. #: