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HomeMy WebLinkAboutMaps 31/4 24, � N c asg pia m S S IY 2 I 1 1 30 POINT OF BEGINNING SB 6,3 48'32"w 1 2 (S68'49't4•W ' ^ "I" N2811'57-YY a a 94.25' (N2611'24f'1tQ (94.2i) Curve Table Curve / Rodas Length Chard Bearing Delta C7 428.D0' 20.17' 20.11' S0305'39'E 2.41.34' C2 228.00' 37.96' 37.92' N4416'02'w 972-20' C3 37200' 100.49' 100.19' S12-Irlo-E 15'M41' C4 372.00, 71.65' 71.54' S260B'34'E "C'"7' CS 228.Da' 37.99' T7.95' N5516'34E 9712-'53' C6 228.00' 4Y.1Y 42.11' N65-054'E 1015'46' C7 22&00, 5&13' 57.9r N7757C2'E 14]6'3t' Ce 22&00' 19.83' 19.8'r N8r".49'E 400.D0' 242.45' 238.76' S220800'E 34•lt•44' C9 13e.71' 135.94' S702214'W 39'44`17* CIO 200.00, 13-.94' S70Zi14'W 39'44'12' C11 200.DT 138.71' 57C2Z14'W J9'44'Ir C12 200.D0' 138.71' 135.94' 54.416'c2E 9"32'20' C13 200.00' 33-30' 33.<'d S18Z 47�r 2670'48' C14 372200' 17214' 170.6T' 570'22"'" 39 C15' 758.13' 754.0 �2n.W� •C" iO52cis 17Z ' 325r S6458 is'W 2852'ty C17 172.00' 86.6r 85.75' SBRS'54'E t55J31' CIS 22&00 6J-24 63-04 NN7JZ2rC7'E 135C56' C19 22&00 55-64' S5.50' N851�2 �1•�• C20 228.00 39.25' 39.20' VIRQNIA PARK SUBDIVISION NO. 6 BOOK 41. PAGE 42 1 1 Curve Table Curve / Rodiva I Length I Chard I Bearing I Della C21 I28.00' 158.13' 154.98' 1 S7a7Z14'W 1 39-44.12' C22 172.00' 119.29' 1 116.91' S70-22.14•w I 39.44'tY C23 117LOT I 34..W 34.24' S84'3l'35'W I 11-2531' C24 172.00' 84.99' 1 84.13' 1 S64-39.29-W 1 2818'41' C25 228.00" 1 13.49' 1 1149' 1 N53-V24'E 1 37J23' C26 228.00' 74.16' 1 73.83' I N6478'09'E 1t178br C27 228.00' 47.09' 47.01' 1 N7952.13-E 1150'01' C28 228.00' 1 17.72' 1 17.71' 1 N8800'4rE I 4'2r07' C29 172.00' 1 119.29' 116.91' 1 S707Y14'W 1 39-44'12' C30 228.00' 1 15245' 149.63' S710.5'01•W 381tr38' Cat 172,00• 1 11230' I 110.37 I "-32'03'W 3n4.34• C32 172.00' 1 2B.64' 1 28.60' 1 S44-16.OVE 1 9'3220' C33 428.00' 1 36.81' 1 36.80• 1 N0654'16'W I 455'39' C34 428.00' 56.48' 56.44' N1308'55'W 773'40' CJS 428.00' 61.6J 61.7r N2104'03'W 016'36• C36 428.00' 64.37 64.2r N273W42'W 876'43' C37 426DO' 4243' 4241' N3679'28'W 5'40'49' C38 429.00' 261.8e 257.81' S215WOVE 350J28' S89'45'40'E 262.00• PLAT SHOWING LOCAIN THE SW 114 OF SECTION 19, r4N" CANYON COUNTY, IDAHO DWELL, 2020 NOTES: t A ten (10) loot by desg designated alongrmanent llall lot tlinespcomemon0to a Publicand Rlght of -Way and Ease olon t Is hereby if the lot lines are adjusted. these easements shall also be ad,kiste it rear lot ly provided no facilities have been installed within the easement. A ten (t04 accordin9>�gotion easement is hereby designated along line lines where a City o! Caldwell of widee Irrigation main is constructed, as shown. A ten (10) foot wide drage easement �o�s�rucfedG3asnated shown.along oil lots lines where a City of Caldwell storm gin line is 2. Any Re,Subdivisia, I rthis Plot shall comply with the applicable zoning regulations In °/Tact at the time n. 3' This devalopTenl recognizes Idaho Code Section 22-4503, right to form act, which become . °9r,-culturalvatee or ipublic,agricultural any changed lntorrabout the a or surroun ° ^ulsonco. P 9 ding ogrlcu non,, activities after It has been In operation for more than one (1) ye when the operation, facility or expansion woo not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a nuisance results from the Improper or negligent operation of on agricultural operation, agricultural r°cinly or expansion thereof.• 4• Maintenance of any Irrigation or Drainage Pipe or Ditch crossing a lot Is the responsibility of the lot owner unless such responsibility Is assumed by an Irrlgotion/prelnoge District. Irrigation water has been provided by Pioneer Irrigation District In Compliance with Idaho Code Section 31-3805(1.13.). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Pioneer Irrigation District. 5. Building setbacks and dimensional standards In this subdivision shall be In compliance with the applicable zoning regulations of the City of Caldwell. 0. Alf lot, parcel and tract sizes shall meet dimensional standards established In the ePPllcable zoning ordinance or as specitically approved. 7. The evell.,uslty o1 building permits for this development may be limited pursuant to Caldwell b Cade Section 11-02-06 1 I Which toolotnourchas,S, (pletion If theidit the number p building permits PY 1ew other rior to Issuance o! P en t. A Caldwell CityC bulldin �lO m Applicant shall disclose ode Sec n 11-p2_O6(i)(1) and lo� Permits !s !n Tact restricted by Caldwell City Buldtng Dep rtment prior to Closing. Purchasers arc ancoura ed 8. Lot 19, Block 17 g to contact end and Lots 29 and 30. Block 25 ore common lots which shall subject maintained toaa blankethpublic utilityark easement wands1"190tclotion. All be owned common lots are 9. Direct lot or parcel access to KCID Road Is r gallon easement. City of Caldwell. prohibits unless specifically o PProved by the 10. Lois 12 through 23, 29. and 30 of Block 25. are subject to a Pioneer Irrigation District 300 Lateral Easement - See Insl. No. -_ LEGEND ---�_-- SUBDIVISION BOUNDARY ----- SECTION UNE _ _--- - - ' ______. EASEMENT UNE (SEE NOTE 1) E)aSTING EASEMENT UNE (AS NOTED) STREET CENTERLINE LOT LINE OLOT EXISRNG PARCEL LINE NUMBER 0 SET 1/2' x 24' IRON PIN "TH PLASTIC CAP, PLS 11118 FOUND BRASS CAP MONUMENT ® FOUND 5/8' IRON PIN AS NOTED ® SET 5/B• x 24' IRON PIN PATH PLASTIC CAP, PLS 11118 (N49'02'36'W) RECORD INFORMATION 100 0 50 100 200 SCALE IN FEET 1" = 100' CLINTON W. HANSEN, PLS LAND SOLUTIONS LAND SURYEYIND 4 CONSULTING PC 231 E. 5TH ST„ SUITE A MERIDIAN. ID &3642 8001( �, PAGE SHEET 1 OF 5 1--,Fvai1ey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD 1119L STATL SI '.1ll11. 219 IAGLL 08;5t6 TLi :C0.}13 N1.1 4��0. S89'45'40'E 40.00'10.0t�4 I I I T ' I I i I I I I I ' 1 i -- ----- _ J - —� — 1 �I . 28 ° zalo�Oo-znlr T- � I �9,IS.��843. eaoD_ eaoo ,� S+ 1 01.64• \ 85.20• 1p.0e•--e0.00'-- - - -- -- _ 60.00-' 1 I 1Ta2c 1 ' 1 \ - °40y 17 - _ _sand - f o u'w \ \ \� BLOCK N 8,0p9 s1 6. + ii 66G � : r i I m 1T1 M \ ` \ \\moo 10.�1'1Jrt Ca 40.19' six e0.00' BCLOW _ _ I N -�- S89.45'40•E 340.19. 640p' _ SOL 1 \SG \$ \ •jp �\ ,� YALLMINGTTN4 ST. 26mc \ a .f� i\ n.�.� .. % �' N89L3'40•W JJ9.eC $ cc i` -• � -^ �T Lt �`%' - 0 5e9/3.40•E 339.37' g� 8I m R N89159 69.41� W"+/ Y 34A1' \ ® o s I 9' 1 1 � 3 i3 O I R 6.I bO] .1 b.]O.I ~ G.]O.I 8 r O M © 6 g1 7.374 41 I - a b 6.]M ., © 1#I AO B.SIX� .I BLOCK 32 S8 ar-40•E .7W 457- - - - 1 - _ _ _ x0w 1B5.86' \ 1OS92' T 82ar 2.e2.0W e207 -' o ar %�\ '4b qT\\ \\ p ------ - - - - - 6 © \ \ \ O 1 d �� 5./nu .r \ \ 58543'JI'W \ �� ?con 10 b g 0 n $ 1 Y -- --s - [C �40.02' t 110.3C _ _ _ 4a07 � � \ � y01. \ \1o�1a2'i l - _ - - - - .... \ � ai o -- SBB'48'3rW 203.48' / ��`C \ ` f \ �• $ \ \ \ I (SB8'49'140W 203.547- \`' / 1 7,a9s 12 \ �Oy'y too• POINT OF `f \ / \� �•\ 589'45'4 E 146.83' BEGINNING SEE NOTE 10 a` ,� \ 9,779 f /� 0� 1 / �" a \ 1i \ . \ / PEN---ST. N2 '11'S7'W 94.25' \g \ \ 5i \ \ L7 i �s - --Cif- - — - — - Q oil- NW43.40•w 189*4 46.9s ],499 OO.f. \�� `\ / �.9 C23 J0.9J' S89.45-40•E 1 .93' �° ° 13 98' 4C � 6500' 0 g to . g 1t I3 BLOCK 31% °64.�s ��. \ �J eaoa - es:00' \� `a`!`s \v �Nd ��SB9'45'40'E 193. ,�/ \ �EE NOTE��~`�\\\ �� a 4b0,C /// 50 0 25 50 100 0 \CL4 -CAL" IN FEET G-7ND VIRCINIA PARK SUBDIVISION NO. 1 ------------ MATCH SHEET 3 ---�-�-� — �yyON E01,'V;A;r • SET 1/2' : 24' IRON PIN 9ATH PIASTiC CAP, PLS III15 `. /I 18 / A a/-` ].503 s� �(, CUNTON W. HANSEN, PLS LAND SOLUTIONS, LAND SURVEYING ac CONSULTING, PC 5EC"O''1 JNE _ ESEVENT L'NE (SEE hO:E 1) FOUND CAP a \ - _ 1 _ / a MATC}i SHOT 3 y% \`a`\\ df 2J1 E. 5TH ST.. SUITE A MERIDIAN. ID SM42 -- EJOSTNG EASE]IENT UNE (A$ NOTED) ® FOUND 5/r IRON PIN a`\ BOOK _— STR• AS NOTED �y r PACE ,Z OF 5 SHEET LOT LINE ® SET 5 • 24A IRON PIN n' NJ PARCEL UNE f ExST - 1Y1TH PLASnc CAP. PLS nne LA LOT NJMC-V-' 6 e-Acpalley Engineering, RECORO INFORIfATCN (N49ro2'38"W) NOTE: SEE SHEET 1 OF 5 FOR NOTES, Inc. CIVIL ENGINEERINGI PLANNING CURVE TABLE AND LINE TABLE ICADD 1EAGII 1'9L STATEST sunE719 ail 9j. p] MATCH SHEET 2 - - - - - - - - - - j BLOCK 31 .o� j - - - - / 589'45'4O'E 262-00' - eso\ v ______sa9•as'ao•E 19aoo• J azLo: azoo' - _ezoo' _ - azoo'O O g1' a.2�>r s g SIB '' „ \ �La �>, .a S. L^ O � �• a.2oo >r SJif 8 ro- 8 ? 4A ` \Qo \ \•'14 'l4`� �-\ \ \ C27 — - L26 44.30— — — 62.00- — - — —6z00• ezoo• S89'45'40'E 208.60' / ff - \ po� _ _ _ _ r'O- _ _ _ _ _ RICHMOND ST. MATCH SHEET 2 UO �' / $ /y - N69'45'40'W 206.80' - — 89.45-40-W J$ \ \ `\ 55070'oe•w �$ 569vsY0'E 206. 0' 9 c. 41.53 U� _ - - ie.ea' - az9o' - - - - 6700_ _ _ _ a6.00•— - — lip J 9��. �`b 30 "ttx 29 v 8 ��� \\B :moo• 11 •?.!y :� A B- t:O,� .. i.r..o Q ? � ?I Vl ;$ BLOCK 24 Df ,gyp 1 �$ \ 13 'o SB9_45'40_E-17232'- _ - 62.00' \. --1\ `N89'45'40'W 104.58' T ems, bd� f j�. �\ '22'29'E / o \i .d f 7 \ \ 46.01' ti,9 \\ 31 /, yy LE�ECyQ / _ d \\ 11.644 0 ' \_c1. SUBOINSION BOUNDARY SECTION LINE SET 1 a 24' IRON PIN .�•/ ��i., B.B�� ,•s0' i l \\�&D?'J�• 7r2\�/4f._(L \\\ '/py _ _---_C CAP. PLS IIIIa EASEMENT NOTE 1) FOUND CAP__-Ew TINEASEMENT LINE AS NOTED MONUMENT / O - O _ t, �•t, \ \ ?i2 STREET CENTERLINE ( ) O' ® FOUND 5/6 IRON PIN .,� \ �49'02'13'E --� TEp • / � ', y �. l0i LINE AS NO y \ 55.02' O EMSTINO PARCEL LINE ® SET 5/8' r 24' IRON PIN J \97• \ 6 "TN PLAST C CAP. PLS 11118 ! ° \ - ryl, 1205' 10 \ LOT NUMBER O rj `� �d•e• • oti \ 8 (N49 02'38'YQ RECORD INFORMATION / *7 S• % / i OL LAry �4 ST OS i ,1, f O / rON W. NF'a / 50 0 25 50 100 CLINTON W. IIANSEN, PLS LAND SOLUTWNS. LAND SURVEYING SCALE IN FEET CONSULTING. PC 231 E. 5TH ST., SUITE A 50' MEMDIA, ID 63642 / BOOK PACE SEEE3 wile Engineering, HEET 1 OF 5 FOR NOTES, Y Inc. CURVE TABLE AND LINE TABLE CIVIL ENGINEERING I PLANNING I CADD SHEET 3 OF 5 ""`''A'Lsl suueno l AGl610 PJ6!6 ILL r,»lJsl CERTIFICATE OF OWNERS Know all men by these property described presents- That ch bed as follows: "'larger Development, Inc. A parcel of land located in the SW I of Section 1%11-16"W Air` I ��,.,1,131)1 li1,S70N an Idaho Corporation, is the owner of the County. Idaho, and more particularly descnp" 19' To as follgys:"Inshtp 4 North. Range 2 West. Boise Meridian, City of Caldwell. Canyon Commencing at a Brass Cap monument the comer of said SW '/. bears N 0"40'38- E a dg s""lo est corner o1 said SW %O , from which a 5/8 inch rebar marking the rt 264aaS feet: no hwest Thence NI8- E along the westerly boundary of OF BEGINNING: W X said Sa distance o1 1788.81 feet to 5/8 inch diameter rebar and the polNT NG Thence continuing along said westerly boundary N 0'40'38- E a distance of 367.31 feet to a 5/8 inch diameter lobar marking southwesterly corner of Virginia Park 5ubdrygion No 6, as shown in Book 41 of Plats on Page 42. records of Canyon Count the Thence alongthe souther) boundary of said Virginia Y Y. Idaho: Y1ee Park Subdivision No. 6 the following described courses: Thence S 89'45'40' E a distance °1150 qt loot to a SIB inch diameter lobar. Thence a distance o1 20 12 feel along lho arc of a 428.00 foot radius non -tangent curve left• said curve having a central anal. of 2'41'34' and a long chord bearing S WO5.39- E a distance of 20,11 feel to a 5/8 inch diameter lobar, Thence S 89'45'40' E a distance of 643.06 feet to a 5/8 inch diameter rebar on the westerly boundary of Virginia Park Subdivision No 7, as shown in Book 44 of Plats on Page 64. records of Canyon County. Idaho; Thence along said westerly boundary of Virginia Park Subdivision No. 7 the following described courses; Thence S 0'14'20' W a distance of 100.00 feel to a 5/8 inch diameter rebar; Thence S 0'52'17' W a distance of 56.00 feet to a 518 inch diameter rebar; Thence continuing along said westerly boundary and the westerly boundary of Virginia Park Subdivision No. 8, as shown in Book 45 of Plats on Page 44. records of Canyon County. Idaho, S 0'14'20' W a distance of 256.00 feet to a 5/8 inch diameter rebar, Thence continuing along said westerly boundary of Virginia Park Subdivision No. 8 the following described courses; Thence S 89'45'40' E a distance of 13.98 feet to a 518 inch diameter rebar; Thence S 0" 14'20" W a distance of 100 00 feet to a 5/8 inch diameter rebar marking the southwest comer of said Virginia Park Subdivision No. S. Thence S 8T45'40- E along the southerly boundary of said Virginia Park Subdivision No. 8 a distance of 262.00 feel to a 5/8 Inch diameter rebar marking the northwest corner of Virginia Park Subdivision No. 9 as shown in Book 46 of Plats on Page 46, records of Canyon County. Idaho: Thence along the westerly boundary of said Virginia Park Subdivision No. 9 the following described courses; Thence S 014'20" W a distance of 100.00 feet to a 518 inch diameter rebar. Thence N 89 45'40' W a distance of 23.71 feet to a 5/8 inch diameter rebar, Thence S 0' 14'20- W a distance of 156 00 feet to a 5/8 inch diameter rebar, Thence N 89'45'40' W a distance of 104.56 feet to a 5/8 inch diameter rebar; Thence S 33'22'29' E a distance of 46 01 feet to a 518 inch diameter rebar, Thence S 45'34'02' W a distance of 100.32 feet to a 518 inch diameter rebar; Thence S 49'02'13' E a distance of 55.02 feet to a point on the northwesterly boundary of Virginia Park Subdivision No. 2 at the Colonies, as shown in Book 32 of Plats on Page 48. records of Canyon County, Idaho, Thence along said northwesterly boundary S 40'57'51' W (formerly S 40'57'25" W) a distance of 192.00 feel to a point on The northeasterly boundary of Virginia Park Subdivision No 3 as shown in Book 34 of Plats on Page 45, records of Canyon County, Idaho, Thence along said northeasterly boundary of Virginia Park Subdivision No. 3 the following described courses; Thence N 49' 02'54' W (formerly N 49 02'36' W1 a distance of 188.05 feet to a point, Thence N 41,5928' W (formerly N 41.56'49' W) a distance of 71.98 feet (formerly 72.06 feet) to a point, Thence N 39'29'07' W (formerly N 39'2932' VV) a distance of 592.72 feet (formerly 592.43 feet) to a point, Thence N 26`1T57' W (Formerly N 26'11'24' W) a distance of 94.25 feet (formerly 94.27 feet) to a point marking the northeast comer of said Virginia Park Subdivision No. 3, Thence S 88'46'32- W (formerly S 88249/14 W) along the northerly boundary of said Virginia Park Subdivision No. 3 a distance of 203.48 feet (formerly 203 54 feet) to the POINT OF BEGINNING. This parcel contains 13.86 acres. more or less It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public streets as shown on this plat The easements as shown on this plat are not dedicated to the public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent structures are toerected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existingCityof Caldwell main line located adjacent to the subject subdivision, and the City of Caldwell has agreed in writing to serve a., the lots in this subdivision. Challenger Development: Inc. an Idaho Corporation Corey D. Barton, President ACKNOWLEDGMENT State of Idaho ) ) s.s. County of Ada ) On this day of 20 personally appeared Corey D. Barton, known obefore me• the undersigned, a Notary Public in and for said State. Corporation, the corporation which executed r identified to me to be President of Challenger Development, Inc., an Idaho the within instrltment and acknowledged to me that he executed the same. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. My commission expires CERTIFICATE OF SURVEYOR Notary Public for Idaho Residing in Idaho I, Clinton W. Hansen, do hereby certify that I am a Registered Professional Land Surveyor in the State of Idaho, and that this plat as described in the "Certificate of Owners" was drawn from the field notes of a survey made on the ground under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. Clinton W. Hansen Idaho No. 11118 BOO( PACE lr�(-Pailey Engineering, Inc. CIVIL ENGINEERING I PLANNING CARD SHEET 4 OF 5 ll"lt bI41L51 WIL'lu tI,GLL i0 s3U l6 It i Ij51:21 j l'IRUM1,1 p llti��- .�-'UI I ht.S'ION CERTIFICATE OF COUNTY SbRyFyOR I, the undersigned, Canyon County, complies with the requirements of ltla„ Seby certify to plats that have and examined this plat and that it tat Code Canyon County Surveyor Date APPROVAL OF CITY COUNCIL I, the undersigned, City Clerk., in and for the City of Caldwell, Canyon County, Idaho do hereby certify that at a regular meeting of the City Council held on the day of , 20_, this plat was accepted and approved. i City Clerk, Caldwell, Idaho Date APPROVAL OF CITY ENGINEER I, the undersigned, City Engineer, in and for the City of Caldwell, Canyon County, Idaho hereby approve this plat. HEALTH CERTIFICATE Al O. 1 1 Sanitary restrictions as required by Idaho Code, Title SCit of Caidivell Publicve been Wo ks! and the QLPE approval of thsfied based on a review by a e des gn fied Licensed Professional Engineer (QLPE) representin City of Ca plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer g on toned that at the time of this arodrinking Water mi�sef extensions or sewer extensions were water xtensions or ewer extensions have Building construction can be allowed with appropriate buildin P g since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. District Health Department, REHS Date CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Canyon, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent County Property Taxes for the property included in thisproposed subdivision have been paid in full. This certification is valid for the next thirty (30) days only. County Treasurer COUNTY RECORDER'S CERTIFICATE State of Idaho ) ) s.s. County of Canyon ) I hereby certify that this instrument was filed for record at the request of past O'clock .M. on this day of Date at Minutes 20 in Book of plats at Instrument No. City of Caldwell Engineer Date Deputy Ex-Officio Recorder BOOK PAGE uc/ailey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD SHEET 5 OF 5 1119LSVAT L%I GUIIF210 a LAGLL. iU 83GIG