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HomeMy WebLinkAboutMaps 1' 1 c50-�I 1� 27 \4 p9 m W W l4 26 M 1Z gpgla 25 M O 8 IY Z ZIi i 30 POINT 04 BEGINNING �588'46'32'W ---- -- 203.48' (S88.49'14-W 203.54') 1426'11'57-W� e: °C 94.25' (N26'11'24'W) b�B ' (94.2T)� u Curve Table Curve / Radius Le^9 th Chyd Bsarkiq Dsn° Cl 428.00' 20.12• 20.11' SOJ9579•E Y4,'34' 228.00- 37.96' 37.92' N4416'CYW CT J7200' 100.49' iD0.19' S1253•IVE ' C,7 372.00' 71.65' 71.54' S26D8.347 11 Or C4 3795, N5516'34-E 97Z 5Y CS 22&O•77.99' O 42.11' N652"A -E ,07546- 06 228.00' 42.1Y 14'X3'- C7 21&00• 58-13' 57.97, N77.5Y02-E 4S's:S C8 228.DO' 19.83' 19.SS N8Y44'49•E �,OC,E 3t.4r44- l5 400.0D' 24245' 278.76' S2T 57�j'14-W 3V44'12• C10 200.00 13&71 135.94 S7 �14-W 39'a4yY Ctl 200.00' 13&71' 13.4.94' -AV4412' C12 200.00' 13&71' t3rj,94 57�14-9 S4416.02-E 9'3Y V C13 200.Od 33.3d 7'1'26 267C 4e' C14 3720d 17214' 170.61' .6,•4,SE ,4� 39'44`Y C15 228.00' 15&17 154.0 S7 402ON t05791• C16 172.00' 326Y 325Y �„A w 564 ' ,7200' 86.6Y 8575 54� 155Y!Y 5�_7'J'• C17 228.00' 63.24• fi3-Q4 N58� crE :35856' c,6 726.00' 55,64' S5. 50' N72� 7 < 9..1'45- C19 39.25• 39.20• N851Jr2 C20 228.00- VIRGINIA PARK SUBDIVISION NO. 6 BOOK 41. PAGE 42 I 1 Curve Table Cures / Radius Length Chord Beark+q Odls C21 22&00' 15&IS 154.98' S7022'14'W 39'4itY C22 172-W 119,29' 116.91' S7022'14'W 39'44'tY C23 172 W 34.3(Y 34.24' S8471'35-W 11257,' C24 17200' 64.99' 84.13' S8479.2VW 2818'41• 22&OG 13.49' 13.49' NSJ7Y24'E 323'23- IS 00' 228. 74.16' 73t1Y N647W'09-E it178'07' C27 228.00' 47.09- 47.01' N7952'13-E 1150'O7• C28 22ILW 17.77 17.71' N88 W4YE 42YO7' C29 172.00' 119.29' 116.91' S702A-14-W 39'4-Vif C30 22&OO' i5245' 149.63 S77V5'01•W 3818'38- C31 17200' 11230' 110.32' S7172'O3W 5724'34' C32 1720o' 28,64' 2&60' S4416'02-E 97720• C33 428.00• 36.Bi' 36.B0• N0654'16•W 45579- C34 42&00' 58.46 56.44' N13'OW55•W 773'4V C35 42&00' 61.83' 61.77' N21104'03-W 876'38• C36 428.00 64.35 64.2Y N29-30'42•W 87643• C37 42&OIY 42.4Y 4241' N3679'2B-W 5'4049- C3e 428.00' 261.8e 257.81 S215B'09•E 35-OJ'26- a, ux1 Z a a S89'45'40•E Zq 13.98' 0- �m _ S S00'14'20•W m 100.00' SHEET 2_ SHEET 33 �S89.45'40'E 262.00' LEGEND ---�--� SUBDIVISION BOUNDARY ----- SECTION LINE -- - - - - - - EASEMENT UNE (SEE NOTE 1) --------------- EASTING EASEMENT PLAT SHOWING pIN TMB.MwCITY OF CALDWELL4 OF SECT70N 19, lO �N1E CAN ON COUNTY, IDAHO T.2020 Eaoemc 70) r rids POrated along tiall lot tlt lines Pcommon rty Otol a Public Rtg t-ofnage. and n Way and ad)uatedl so be tecrIr fo �e ldad no facilities how been Installed . let tines are acIpsted. these easements the h alasetment. A tan (1 p) " lefoly, I; tlon easement is hereby designated along line lines where a City °f Coldwal, of wplr irrigation main Is constructed, as shown. A ten (10) loot wide drolnoge a preoru�a hereby designated along all lots lines where a City of Caldwell storm drat, Vie^ �� Constructed, as shown. Any Re -Sub of this Plat shall comply with the applicable zoning regulations in effect at the t� Te or resubdivlslon. PP 9 9 This deveiop,ne �I recognizes Idaho Code Section 22-4503. right to farm act, which states: No oariculturcl operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions In or about the (1)surrounding nonagricultural activities after It has been In operation for more than one year, when the operation, facility or expansion was not a nuisance at the time It began or was constructed. The provisions of this section shall not apply when a nuisance results from the Improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof. - 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 Irrlgation/Drainage District. Irrigation water has been provided by Pioneer Irrigation District in compliance with Idaho Code Section 31-3805 1.8.), Lots within the subdivision will be entitled to Inigction Water Rights, and will be Obligated for Assessments from Pioneer Irrigation District. Building setbacks and dimensional standards in this subdivision shall be In compliance with the appliccble zoning regulations of the City of Caldwell. All lot, parcel and tract sizes shall meet dimensional standards established in the applicable zoning ordinance or as speclllcally approved. The availability of building permits for this development may be limited pursuant to Caldwell City C^de Section 11-02-06(1)(1) Which limits the number of building that may be issued prior to final completion of the development. Applicant Permits discs to lot purchoses whether the Issuance of building permits is in fact restricted by Caldwell City Cole Section shall Caldwell City Bu'd'n Department and lot purchasers are encouraged y Y 9 partment prior to closing. 9 to contact Lot 19, Block 17 and Lots 29 and 30. Block 25 ore common lots which shall be owned and maintained by the 15rginlo Park Homeowner's Association. All common lots are subject to a bla.ket public utility easement and lrrigallon easement. Direct lot or percd access to KCID Road is prohibited unless speciricoily approved by the City of Caldwell. Lots 12 through 23, 29, and 30 of Block 25, are subject to o Pioneer Irrigation District 300 Lateral Easement - See Inst. No. -_ UNE (AS NOTED) - STREET CENTERUNE - LOT UNE - DOSTING PARCEL LINE LOT NUMBER 0 SET 1L/2• x 24• IRON PIN WITH PLASTIC CAP, PLS tills ( FOUND BRASS CAP 4 MONUMENT 0 FOUND 5/8• IRON PIN AS NO ® SET 5/8- x 24• IRON PIN WITH PLASTIC CAP, PLS 1111e 'W) RECORD INFORMATION 100 0 �' 100 200 SCALE FEEL 1- , irk CLINTON W. HANSEN. PLS LAND SOLUTIONS, ND Si VEntio 231 E. STH ST.. SUITE A MERIDIAN. ID 83642 SHEET 1 OF 5 vvailey Engineering, Inc. CIVIL ENGINEERING ► PLANNING ►CADD tl';l .r4IC ;I , ,IR :'IU IAG',L nif. It; ILL - I � 1 JL t ---Air VIRC/-\ /.-1 PARK I SUBDIVISION NO. $89'45'40'E 150.41i I 40.00' 1 I today' i ml 2B ° xa,9T0iaTr58945 84308 eaao� _ eo_00' - --G&ow _ eo I \ \ BLOCK 17 w O : 8 74 I to I SBfYJ755 \\ >ti•� . af 7. �' \\ �97 + 13 76 - U so 10,00• 4p.19' 9d 1 i �� 'w \ \ \ 1C C7 _ S09'43'40'E 3/0.10' !a vw INCTON S7. _ \` \ O N894r4O'W 3".00' b I DD Sdyr\e \ q $ I y. 26 •r \ \ 'FA\\ 1/1 S89'45'401330.sr O t7i WI 71 = �i� i'.�'F ^�\ ` L1 Jy 010 29 0r 62ar - - 82ao - - 6- 62ar 1 — cL ' a ,---- ---- ----- ------------------1 n N88'.19"40E 69.41' i �qo.\�j i 3 1�. 0 `\ g.°°i b!'. g Y O �1 z 1 \ 25 qaQ \ O I $ 5 e.•er ., - e.roo r _ a;ca a.r90 .r - 50 6.700 ..• 6109 .r ..I I \ r:.a. ,. .o bi 7,374 BLOCK 32 —y 1 1'')\ �•h d,d' \ l _ 599'45'40'E 457.78'---------- J----- _----_ 1 I g g I _---- ------ a200' 6200� . m ,,, \ \ v \ G \ �, 7e' 8200' moo' e2o0' e2ar ,es.as' ---t05.92------------ -----------1� S8533'St.W .ran .r6 eras r�Ica L'• 91 1,n 3F 4J.oY� \ .•• yOPs \ �. W. \ - - — - - - - - - - - �,aoz' 'I SW46'3YW 203.48' / \ , '� �> \ \`6. -c2o u9s' e2oo' e2ao' -_ ��i. ` i2 \ 12 \ i'O\9 5a9'15Y E 140.95' g, (S68'49'14'W 203.54�% \ ,,..... /{�\4t� \ 47.\\ O �% cx\ PENOBSCOT ST. \\ 9.]r9 p POINT OF / �. \ \ . '�' \ Ne9'45'40'w 14e.95 — - - o — ------ BEGINNING // SEE NOTE 70-� \ Co ` \ \ \ 1.7 / �& �' 81 9'45'400E It'57'W 94.25' $ \ , c+\ Se9'4W40'E 146.25' 13.98, •y-77 21 \ ` le 1 , 1 \eo \ Oy9 C23—J0.9J' -- e5.00'- - - _6500'_-- / �. ,j -- }�� '8 / I o Ig IN MATCH SHEET 3 r - BLOCK 31 8 _ - se9vs'40'E 195.ar -- _82_00_ \ \/ 79Ao %ST R 4 10. ZSEE NOTE 10 \ : 0 25 50 100 4' ` \ i iiiiiia SCALE IN FEET \ \�- \ +7� CUNTON W. HANSN PLS i = 50' / •..\\?iP 0 \ LAND SOLUTIONS, LAND SURVEYING / \�• �` 10 16 e: C%SULTINO, PC LEGEND \ 231 F- SIN r ST., SUITE A • SET 1/2' x 24' IRON PIN � .` \ I/ERIDIAN, ID &3642 SUBOINg ON BoiAD'�Y W,TH PLASTIC CAP, PLS 11118�y% �`� \\ BOOK ---- SECTON LINE FUND BRASS CAP MATCjI �11EE'f 3 47 rb \ PACE SHEET 2 OF 5 MONUMENT �, _. -- �0S-,;NG N0'.0) FOUND 5/8' IRON PN % .____________ SST C✓7V AS NOTED LOT UNE 9 �5/P n� °PLS III alley Engineering ,Inc, pesT9+G PARCEL L9E NOTE; M SEES OF 5 FOR NOTES, CIVILIENGINEERING P ItIOL I wNNINciCADD LOT _SUITE 210 RD FORMA*CN CG V1.NTA �IID UNE TABLE EAOLL ID&MIO ILI �Wr CURVE �4 ----------- //?GII\ry/ I PARK S.UBDI THIS ION NO. > / MATCH SHEET 2 — — — — — — — — — — — — - j BLOCK 31 % J IL5.00' — •100' — �ar S89'45.40"E 26200' \v/`j •{'�.������SBD'�8�40'E 793.00' —62G0' 62DO'—_6200' 82.00' D0• g \k�b �a'Q.,T.\\\ 'y �a 04 g a2W O .• 8I3 g'r \ // •..0 .r !'2 05 '�"'° S e.TO.r e.T©.r I r oGza mi� Se9.45'40'E 206.W 8 — ♦ i�t� c� RICHMOND ST__-- _ 89'45'40'W \ __ N89.45'4D'W 206.W 23.71' MATCH SHEET 2 --f— — — — '% \\ / `�2. 4r• ` e / J Jp1\ a2�' / SEE NOTE 1 L \QT O 10 55070'OB'W 15 \ 1 14 o lo C1 4a / �\— S89'4W40'E 205.1 W 8 — — ---- n J1 — —' 16.e9 13 30 g 29 O 8 8 2B 8 27 8IIX o f.R�a ' BLOCK 24 1 ------- �• ee.ee' —— — 82DO' -- -- 8200' -- — Ee.a7 p seQL45-40_E-------� N89'45'40'W 104.56' •P' �S33'22'29'E ,4 r \ '1''Bb �•\\\ 11.644 .r MTh / «.,:, •.• of .! \ �'2� 49'02'13'E \�5.02' 10 / ?osJ9�7 - LE ND SUBDIHSION BOUNDARY --- SECTION LINE ._____ _ EASEMENT LINE (SEE NOTE 1) E79STING EASEMENT LINE (AS NOTED) STREET CaT01uNE LOT LINE COSTING PARCEL LINE OLOT NUMBER (N49'02'36'W) RECORD INFORMATION . /% �r \ / V \ % \ 50 0 25 50 100 / SCALE IN FEET 50, Dom NOTE; SEE SE EET OgpSLINEB TABLECURS TABL SHEET 3 OF 5 •SET 1y IRONPWTH CAPS11118 FOUND BRASS CAP MONUMENT 0 FOUND S/8' IRON PIN AS NOTEb 0 SET 5/8' ■ 24' IRON PIN PITH PLASTIC CAP. PLS 11118 CLINTON W. HANSEN, PLS LAND SOLUTIONS (LAND �RVEYINC 231 E 5TH ST.. SUITE A MERIDIAN. ID BM42 PAGE =-�(,Railey Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADS 1119E STATE ST, SUITE NO EAGLE. IDILMIB TEL :Bd nT,q Call ��^ � cicn�T ^cc7 cem VIRGINIA pA j?K SUBDIVISION NO. I I CERTIFICATE OF OWNERS Know all men by these property described a follows: presenis That Challenger Development, Inc., an Idaho Corporation, is the owner of the A parcel of land located in the SW de Of Section 19. Township 4 North, Range 2 West, Boise Meridian, City of Caldwell, Canyon County. Idaho, and more particularly bed as follows. Commencing at a Brass Cap monument a dhs sounce west py corner of said SW %. from which a SIB Inch rebar marking the northwest corner of said SW % bears N 0-40'38" Thence N 0'40`38' E along the westerly boundary of said SW % a distance of 1788.81 feet to 5/8 inch diameter rebar and the PoltfT OF BEGINNING: Thence continuing along said westerly boundary N 0'40`38* E a distance of 367.31 feet to a 518 inch diameter rebar marking the southwesterly comer of Virginia Park Subdivision No. 6, as shown in Book 41 of Plats on Page 42. records of Canyon County. Idaho; Thence along the southerly boundary of said Virginia Park Subdivision No. 6 the following described courses: Thence S 89`45'40" E a distance of 150.41 feet to a 518 inch diameter rebar. Thence a distance of 20.12 feet along the arc of a 420.00 foot radius non -tangent curve left, said curve having a central angle of 2'41'34' and a long chord bearing S 3'05'39' E a distance of 20.11 feet to a 5/8 inch diameter rebar, Thence S 89'45'4o" E a distance of 643.06 feet to a 518 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 0'1420- W a distance of 100.00 feet to a 518 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. B. 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 10 a 5/8 inch diameter rebar, Thence S 0'14'2o- W a distance of 100.00 feet to a 518 inch diameter rebar marking the southwest corner of said Virginia Park subdivision No 8. Thence S 89`45'40' E along the southerly boundary of said Virginia Park Subdivision No. 8 a distance of 262-00 feet to a 518 Inch diameter rebar marking the northwest come' 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 sad Virginia Park Subdivision No. 9 the following described courses; Thence S 0' 14'20" W a distance of 10000 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 O'14'20" W a distance of 15600 feet to a 518 inch diameter rebar; Thence N 89`45'40' W a distance of 104 56 feet to a 518 inch diameter rebar; Thence S 33'22'29" E a distance of 4601 feet to a 518 Inch diameter rebar. Thence S 45'34'02" W a distance of 10032 feet to a 518 inch diameter rebar; Thence S 49'02'13' E a distance of 5502 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: nce of Thence along said ry of rlybPark Subdmsundary S 0.ionTNo. 3 as shown n Bookormerly S T34 of lats on Page 459 records of Canyo2.00 feet to a lnton the County, northeasterly boundaryVirginia 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' W) a distance of 188.05 feet to a point: Thence N 41 `59'28" W (formedy N 41'5649- W) a distance of 71.98 feet (formerly 72.06 feet) to a point; Thence N 39'29'07- W (formerly N 39'2932" M a distance of 592.72 feet (formerly 592.43 feet) to a point, Thence N 26`11'57- W (formerly N 26'11'24' Vv) a distance of 94.25 feel (formerly 9427 feet) to a point marking the northeast comer of said Virginia Park Subdws'on No 3. Thence S 88`46'32' W (formerly S 88 49 ,4 'e6 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 on this plat The easements as shown on this plat are not dedi shown 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 ines of said be eligible to plat, and no permanentstructures x 5!;19 C� of Caldwerected ell Itmtn the ain line located adjacent the sullots bjectln this Plat subdivision, will d the City of receive water service from Caldwell has agreed in writing to serve all 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- b Ole.the undersigned, a Notary Public inand for said State, personally be President of Corporation. Phe coed rporation porateylD. Barton, known h executed the within"or tl� men�and acknowledged to me that he executed the same. aho nstN In witness whereof. I have hereunto set my hand and at, rf 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 BOOK PAGE v v alto engineering, Inc. CIVIL ENGINEERING I NANNING I CADD SHEET 4 OF 5 t "°'t ';I-rtt 1,1 sVi It lln nG;t t;19i,i.., ILL Ica 'lJBU01r rwy 4i CERTIFICATE OF COUNTY SURVEYOR I, the undersigned, Canyon County Surveyor, do hereby certify that 1 have examined this plat and that it complies with the requirements of Idaho state Code, relating to plats and surveys. Date Canyon County Surveyor APPROVAL OF CITY COUNCIL I, the undersigned. City Clerl,, in and for the City of Caldwell, Canyon County. 20daho do thihereby lat waslfy that at a accepted and regular meeting of the City Council held on the _ day of approved City Clerk, aldwell, 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. City of Caldwell Engineer NO. 1 > HEALTH CERTIFICATE een satisfied on a review by a fied Licensed Sanitary rProfessional Engineer (QLPE)ons as required by oreporese tine So' Charier les have Wo ks. nd the QLPE approval of the design plans and specifications and the conditions imposed on itth ofCeiloper for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no a rfev ter extensions or sewer extensions were constructed. PP Wrl Building construction can be allowed with appropriate buildkrn9 a nits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously �nslructing 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 buildin© 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 ) Date I hereby certify that this instrument was filed for record at the request of at Minutes past O'clock .M. on this day of 20_, in Book of plats at Instrument No. Deputy Ex-OfUcio Recorder Bodf PAGE itz-,iiii,cvaney engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD SHEET 5 OF 5 iFc�ir rt�'ar.v,� sun�:+u u� -_ rac.m «c, „ <...