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HomeMy WebLinkAboutMapsHomeddle Rd. 2 1 CP*F 200520006 —" 11+112 m. N v M_ 31 Point of Beginning W 1/4 U-4 1r9 O m io N W u'f M M O Z N 1/16 Corner CP&F 881878 PLAT SHOWING Windsor Creek No. 4 Subdivision Situated in the Southwest Quarter of the Northwest Quarter of Section 12, Township 3 North, Range 3 West, Boise Me6 ian, City of Caldwell, Canyon County, Idaho. 2018 Windsor Creek No. 1 Subdivision 1111181 N89'22'55"E 250.01' W o Block 14 SOO"37'05"E 31 32 33 34 35 110.00 z 16 Windsor Creek No. 3 0) Subdivision Co 15 `r 14 W in Block 13 M 12 Z S8720'25"E 226.069 I LI 22 23 11 S89*20125"E 10 110.001 Mama Street O 2 1 N I W i lock 22 Unplatted 3 4 p ` 1 to 4- Conner Street f- �I S00"37'05"E I2 1 110.00' N89'22'55"E 248.00' Block 23 8 9 3 4 5 6 �I --- -----sondra_Street _—_-- - Block 2126 E25 27 28 29 30 31 32 Moe Street 9921527 S89'23'21 "W 886.15' Unplatted 7 =11 2 Line Table - This Sheet Line # Direction Length L1 N00039'35"E 30.25' L2 N89'22'55"E 31.04' L3 S02'51'21"E 51.04' L4 S00'15'03"E 51.00' Key Map scale V = SW S0(737'05"E 110.001 SOT37'05"E 162.850 C� PLAT BOOK PAGE S O 2018-011227 RECORDED 03/19/2018 04:36 PM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAIII1 00357689201800112270060062 CHRIS YAMAMOTO CANYON COUNTY RECORDER Pgs=6 MBROWN $11.00 PLAT JUB ENGINEERS INC 0 . 100 200 Seale in Feet Leaend - Subtlivision Boundary tine - Lot Line - - - - Section tine — - — - �- - center Lim - iti9ht-rof-way Line - Adiaasit Property Line - - .. -..r ....- - Match Line - - - - - - - LMly Easement Line - - - - - - - Gr ft irt*aw Easement Lkro - Preen" Irrigation Easement Line — — . — . _ . - . -- - Eideft Gravily Irrigation Easement Line ----------- -- - Existing Water Easement tins - Exieft Drainoge Easement Una - -- -- -- - - - Existing Turn -Around Easement Una -- -- - - Exietimg Pie" Irrigation Easement Line section Comer, Found tales, Cap p - Quarter-Sectlan Comer,'Found Aluminum Cop 0 - Found 1/2' Reber with Plastic Cap Marked "J-U-B 113W Una otherwise Noted 0 - Found 5/8' Rebar with PicsW Cap Marked "J-U-B11334" Unless otherwise NOW 0 - Found PK/MAG Nall 0 - Set 1/2'x24" Rebar, with Plastic Cap Marked 'J-U-B 1133e 0 - Set 6/8'x24" Rebar. with PkwUc cap Marked 'J-U-8 113W O - Sat 1-3/16- Bemt'son SP Cap Marked 'J-U-B 1133e 0 - Found 1/2' Rebor, Added Plastic Cap Marked "J-U-B 1133e Point Not Set or Found C# - Curve, Number (typical) L# - Course Number (Typical) # - Lot Number (Typicol) sf - square Feet [#####] - PLS Number Found on Monument 1'WC - Witness Comer Monument Set 1' from Actual Comer r-- J-U-B ENGINEERS, INC. 250 South leechwood Avenue, Suite 201, Boise, ID 8370"944 p 208 376 7330 f 208 323 9336 w www.jub.com 1 M 40.00' Line Table - This Sheet Direction Length rne N00'39'35"E 30.25' S00'15'03"E 51.00' S44'58'32"E 27.97' L6 N44'58'32'W 11.14' t7 N44'23'08"E 28.28' L8 S45'36'52"E 28.29' L9 S44'22'55"W 28.28' L10 N4537'05"W 28.28' L11 S45'01'15"W 28.60' zo Oi a, to o to to N in 0 M 0 a W N Y 9 roi 8 N M M O z 1 40' Line Table - This Sheet Direction Length S89'21'57"W 31.01' r S89'21'57"W 20.00' N00'38'03"W 15.83' S00038'03"E 13.53' L16 N84 04'32"W 19.85' L1.7 S0939'35"W 27.21' L18 S44'58'45"E 27.97' L19 N45'01'15"E 28.60' L20 j S44'58'45"E 27.97' Windsor PLAT SHOWING Creek No. 4 Subdivision Curve Table Curve # Length Radius Delta Chord Bearing Chord Length Ct 15.933 10,00' 91'17'38" N44'59'14"W 14.30' C2 15.48' 10.00' 8W42'22" N45'00'460E 13.98' She 11t 33 Key Map PLAT BOOK---4U__ PAGET50 -- Sheet 3 5.�et . c"- 0 40 80 Scale in Feet Sheet 3 -Sheet 2 51 to i� r�CDI 110.00, 25.5' '25.5' L 72.08 62.00741 134.00N89"22'55"E 248.00' 10'--10 '52.00'--- 10 tN C.4 i71 �'_- S89'20'25"E z "tl 57208f I,n o I N89'2255 E is Windsor .Creek No. 3 1-=t o { N c Subdivision 110.00' N89'20'25"W 1 I I 1•-to 110.00' ku wI pl -° u�i 60 b Block 2.3 to'-1 I 1 0 is o) o 0 S89'20'25"E 226.06' J vl fro YYator iasoment. 1Q I a) rn a'I 3 ss42osf b 5 W a� i7�: 3 M r, 14T40sf ►:! sos Eaeoment Note 5. 1 M l Block 244 I N b b! o o I' 7ss3sf bo 0 >0 1 115.06 I 25.50 i25.50\ 8 l8i nl 7at5of 1 Z' i`to' z Common Lot ��- 8165af t o I o ,o. I o o f t o .,6 I z I c 0 o 0 M o M 0 7 b r 5720sf C .- 6820sf Z Z 0 O w \I a tTl o p --_-; - -�--,- o ©I"10' 21 1o'--Ia rn \ L--- - ---�' '.� I <? ---; - -- �� _ 134.00' 52.00 62.00 /------- w l 7133$f { �o M ��t9 - - 90.03' 90.03' *� 54.53 62.00 I 1 I^ I N89'22'55"E 364.53'In b 357sf I 1 I N89'22'55"E 180.05' I vi N89'20'25"W N 11 ao N89'22'55"E 681.51' Sondra Street N J 1 115.06' I a'�o ^I N------------------------- ----� - 130.85 c v M m 3 `- - - - - - - 271.0T 279.59 9n - " o b I Block 21 I o " a �� N N89'22'S5"E 445.72' a N89'22 55 E a.rz rn 01 22 10 W M I .70.68 0 4 041 7133sf ( C M °M I ,` 62.00' 52.00' S2:00' 62.00 i - - - - - - _51.72_ _ 62.00' 57.00' 52.00' - - - - - 0 - - - - - - ib - -� -- --- ------ ----� M m01 _to •"t 1 N89.20'25'W ! c m z // ,o -? o c 40' F 40' tq w z c3 i--10' t0' "`{ r� b ! 115,06' t 1 w w a'' w o e o °D Block 25 a N l I 25.5 125.5 1 w }+� x s ,� u? S cd ^ n0 t/1 _" ( us I i° rn c c o o Block 21 o q N ^ c ao ao 2 0 0 o n ao � i. °D ^ °° 31 ^ Cq 32 w °° m t, o 0 u1 N «� M I 25 ^ 26 l i1 te)^ 27 ,^� ^ 28 p^,1 ►� 29 i` 30 M ^ as o in Q' 0 7623 if 4 nl 23 l C61d� O M oil 7931sf b .0 6683sf {tb 5605sf b 5606sf b 6684sf c� 5606af o O 5607sf % .- 6685sf •n to ® ( 0 3571sf .M `° 1- to' 8732sf to --! 0 w t0it I ton voi voi to to to b M 'b_` n' I M Z o cQji 1 r, L 2 ati o { z b1 ----- _ - z �- 68.7III w 3 56.69 5.50' L13 .L- - - - - - - - - - - - 52:00' - 52.00' 62.00 52 00 52.00' 62.00 !6. 5.51 69.29' 62.00'- v I S89'23'21"W i N89.23'21"E N84.04'261N Common S8W23'21"W 463.29' Common 'Lot i L15 Lib N89'23'21 "E 74.00' S84'04'28"E 96 .14 M 755.47' Lot N8W23'21 "E 464.43' Moss Street Unplotted S89023'21 "W 886.15' S89'23'21 V 70.68' l o f 130.68' M J-U-B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub eom SHEET 2 OF 6 Windsor Creek No. 3 Subdivision a M M 0 z PLAT SHOWING Windsor Creek No. 4 Subdivision. Windsor Creek No. 1 PEAT BOOK 4 PAGE SO [7732] N89'22'55"E 64.01' 250.01' CAI SPet A 20.00 52.00' 52_00' _ _ _ _ _62.00' _ _ IT-- - - - - - - - - - - _ - - - - - - - - i- q Key Map 0 CAsere 1" = I 0 10' O P (A I 40 o Block 14 00 ©"g rn Sheet 1 31 32 ,n 33 in M 0 35 0 40 80 i 71756f 6820sf -P 2200sf 5720af o 572osf j z b , it F ne„> `� z 0 0 Scale in Feet E aPr BaWon Z Mte0 o o 1 O Water '� NEnasmeM 1 66.45' - - - - 62.00' - 0.00' 52.00' - T - - 52.00 12 N89'22'55"E 283.49' %r) Mama Street di Ui N N89'2 '55"E 284.06' --- - 135.54' �. c� — _N_ _ �- 148.52' ----- u� u> 16 N N89'22'55"E I NE 22 55 E 103.59 le 90.03' 51.59' 52.00_ r-------- -- -- — r , 5�I , r/0- o I I 25.5' ' 25.5' I w 16 ) I s n�10. 8088sf 10•_..i p r-10' PO "00 1 0 l utOi i' 2 M 0 1 — — — — — _ — — — J 01 7809sf b0 57209f 1'WC N89'20'25"W { to rn' N 1 110.00' 0 I I of cNo 1 M I � I w I of f) CI otI. M 1' i of 0 C41 f I 89'22'a 'EIrr 15 6820sf ^ N89'20'25"W 1`D l I o n N ( ku b, M 0 z L 74.04' - --52.00' -- ------ r--- �--�- I o 1 - 110.00, I i o l Block 22 0 14 10''1 - 0)I 3 M 0 4 6820sf 1 r 1 8079sf o 5720sf CV IF 10' z 1 N89'20'25"Wi I r { o O 110.00' I Ito u \�------- -j - i-00' �? - Block 24 I w 'o�i 56.49' 13 I $ M 'c l N89'22'55"E 108.49' o 5720sf I rn > z I Conner Street �. 1'WC N N89'22'S5"E 155.56' N89'20'25"W 1 b c z9---- .- --------- 110.00' i" N N89.22'55"E 11.1.62'A n: 12 I 0 N 49.6^� 2' - - 62`00'' 57205f i /;— — — 1 — -w . 0. P N89'20'25"W i 110.00, { ) ^ w I w N to Block 23 pl 1- a, of 2 in 1 O 1 11 I S { b 0 I 7594Sf g 68205E 68205r :0 N I z v Sheet 3 N890201251N41 rJ 110.00, I 25.5i 25.5' L - 7 - - - - l 62.00' — O 0 L4 O +s s M Unplatted N89022'55"E 248.00' Line Table This Sheet Line # Direction Length L2 N89'22'55"E 31..04' L3 S02'51'210E 51.04' L21 S45'01'150W 28.60' L22 S44 58'45E 27.97' L23 S45'01'15'4V 28,60' L24 N44'58'45"W 27.97' Sheet 3 Srieet 2 �P (rjjjwjj ,l-U-B ENGINEERS, INC. 250 South 8e@chwood Avenue, Spite 201, Boise, ID 83709-0944 p.208 576 7330 f 208 323 9336 w www.jub.com SHEET 3 OF 6 I»111150MV Windsor Creek Notes 1. Lot 33 of Block 14, Lot 24 of Block 21, Lot 5 of Block 23. and Lot 1 of Block 25 are common lots which shall be owned and maintained by the Windsor Creek Subdivision Homeowner's Association. 2. Minimum building setback lines shall be in accordance with the City of Caldwell Zoning Ordinance at the time of issuance of the building permit. All lot, parcel, and tract sizes shall meet dimensional standards as established in the City of Caldwell Zoning Ordinance. 3. Any re —subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of re —subdivision. 4. To comply with Idaho Code Section 31-3805, Challenger Development, Inc. has agreed in writing to annex surface water into the Caldwell Municipal Irrigation System for this Subdivision. 5. The availability of building permits for this development may be limited pursuant to Caldwell City Code 11-02-06(1)(i) which limits the number of building permits that may be issued prior to final completion of the development. Applicant shall disclose to lot purchasers whether the issuance of building permits is in fact restricted by Caldwell City Building Department prior to closing. 6. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "No agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." 7. Lots shall not be reduced in size without prior approval from the City of Caldwell. 8. Direct lot access to Lake Ave. is prohibited. Direct access to Moss Street is prohibited. 9. The areas depicted hereon are for the convenience and are subordinate to the dimensions depicted hereon. 10. Mama Street, Dawson Avenue, Conner Street, Sondra Street, Moonlake Avenue, Berkley Avenue, and Moss Street are public streets. Reference Documents Subdivisions: Windsor Creek No.s 1, 2, & 3 Subdivisions, and Dakota Crossing Subdivision No. 2. Surveys: Instrument No's 200443319, 2011011056, 200302898, 200572975. 9926735, 200550797, and 9492933. Deeds: Instrument No's 2010049553, 2010048561, 2013043826, and 2017-023405, Easements: 2014-006104, 2014-006107, 2014-006106, & 2017-044220 (vacation of 2014-006108). SHOWING No. 4 Subdivision Easement Notes rL.AT BOOKPAGE S 0 I. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation, maintenance, operation, and use of public & private utilities, gravity & pressurized irrigation, sewer service, cable television/data; appurtenances thereto; and lot drainage. 2. All Drainage Easements shown or designated hereon are non—exclusive, perpetual, shall run with the land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation, maintenance, operation, and use of storm drainage facilities and appurtenances thereto. 3. All Irrigation Easements shown or designated hereon are non—exclusive, perpetual, shall run with the land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation, maintenance, operation, and use of irrigation facilities and appurtenances thereto. 4. Lot 33 of Block 14, Lot 24 of Block 21, Lot 5 of Block 23, and Lot 1 of Block 25 are co —situated with a Utility and a Drainage Easement. (i.e. Blanket Easement) 5. See Instrument No. 2014-006104 & 2014-006107 for existing Water Easement. 6. See Instrument No. 2014-006106 for existing Pressure Irrigation Easement. 7. No Utility Easement created hereon shall preclude the construction and maintenance of hard —surfaced driveways, landscaping, parking, side & rear property line fences, or other such nonpermanent improvements. 8. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from unless otherwise noted. l U� j-U-B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 37f. 7330 f 208 323 9336 w www.jub.com SHEET 4 OF 6 PLAT SHOWING Windsor Creek No. 4 Subdivision PLAT BOOK_44PAGE SO Certificate of Owners Know all people by these presents: that Challenger Development, Inc., an Idaho Corporation, does hereby certify that it is the owner of that real property to be known as Windsor Creek No. 4 Subdivision, and that it intends to include said real property, as described below, in this plot: To Wit: A parcel of land situated in the southwest quarter of the northwest quarter of Section 12, Township 3 North, Range 3 West, Boise Meridian, City of Caldwell, Canyon County, Idaho, and being more particularly described as follows: BEGINNING at the southwest comer of the northwest quarter (west quarter -section corner) of Section 12, Township 3 North, Range 3 West, Boise Meridian, which bears SOO'39'35"W, 1324.23 feet from the north sixteenth —section comer of Section 12; Thence N00'39'35"E, 266.05 feet along the west line of the northwest quarter to the southwest comer of Windsor Creek No. 3 Subdivision (Book 43 of Plats at Page 44, records of Canyon County, Idaho); Thence S89'20'25"E, 226.06 feet along the boundary of Windsor Creek No. 3 Subdiviision; Thence N00'39'35"E, 30.25 feet along the boundary of Windsor Creek No. 3 Subdivision; Thence S89'20'25"E, 110.00 feet along the boundary of Windsor Creek No. 3 Subdivision; Thence NOO'39'35"E, 467.13 feet along the boundary of Windsor Creek No. 3 Subdivision; Thence N00'39'13"E, 110.03 feet along the boundary of Windsor Creek No. 3 Subdivision to the boundary of Windsor Creek No. 1 Subdivision (Book 37 of Plats at Page 31, Records of Canyon County, Idaho); Thence N89'22'55"E, 250.01 feet along the boundary of Windsor Creek No. 1 Subdivision; Thence S00'37'05"E, 110.00 feet; Thence N89'22'55"E, 31.04 feet; Thence S00'37'05"E, 271.00 feet; Thence S02'51'21 "E, 51.04 feet; Thence S00'37'05"E. 110.00 feet; Thence N89'22'55"E, 248.00 feet; Thence SOO'37'05"E, 110.00 feet; Thence S00' 15'03"E, 51.00 feet; Thence SOO'37'05"E, 162.85 feet to the south line of the northwest quarter, Thence S89'23'21 "W, 886.15 feet along the south line of the northwest quarter to the POINT OF BEGINNING. The above —described parcel contains 9.66 acres, more or less. The streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for public any other designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the lots within this subdivision are eligible to receive water service from The City of purposes Caldwell, and The City of Caldwell has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Caldwell Municipal Irrigation District, in compliance with Idaho Code 31-3805(1)(b). Lots within this subdivision will be entitled to irrigation water rights, and will be obligated for assessments from Caldwell Municipal Irrigation District. In witness whereof, I have hereunto set my hand: Corey D. J Challenger Acknowledgment State of Idaho ) Inc. ss. County of Ada -�77 On this —Li day of�, in the year 201, before me, a e Notary Public in and for t State of Idaho, personally appeared Corey D. Barton, known or identified to me to be the President of Challenger Development, Inc. that executed the within instrument and acknowledged to me that Challenger Development, Inc. executed the some. Notary public for Idaho My commission expires__i!�L, � Certificate of Surveyor I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the State of Idaho, and that this plat of Windsor Creek No. 4 Subdivision, as described in the Certificate of Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho Code relating to plats and surveys. C U8 J-U-B ENGINEERS, INC. 250 South iteechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 5 OF 6 PLAT SHOWING Windsor Creek No. 4 Subdivision Approval of Caldwell City Council PLAT BOOK PAGE CC) 1. the undersigned, City Clerk in and for the City of Caldwell, Canyon County, Idaho, do hereby certify that at regular meeting of the City Council held on the day of _ 6,,__2.0 1-1 this plat was duly accepted and approved. �J County Recorder's Certificate eeesoe,aa e o a e Cl1' j, 'e"sm® Caldwell City Clerk r4p0°0•eeae®0°® A° Approval of Southwest District Health Department Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a Qualified licensed Professional Engineer (QLPE) representing the City of Caldwell and the QLPE approval of the design plans and specifications and the conditions imposed on the developer for continued satisfactions of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions 'were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed, or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then the sanitary restrictions may be re —imposed, 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. Southwest District Health Department Approval of Caldwell City Engineer I, the undersigned, City Engineer, in and for the City of Caldwell, Canyon County, Idaho, do hereby approve this plot. Caldwell City Engineer 3 -t2-tg Date Certificate of County Surveyor 1, the undersigned, County Surveyor for Canyon County, Idaho, do hereby certify that I have checked this plat and find that it complies with the State of Idaho Code relating to plats and vacations. !. Canyon County Surveyor / Date 7a q•Y�� 7-Z- )V/W7 - T'5Zx>z r cif Certificate of County Treasurer I, the undersigned, County Treasurer in and for the County of Canyon, State of Idaho, per requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent county property taxes for the property included in this proposed subdivision have been paid in full. This certificate is valid for the next thirty (30) days only. Canyon County 3 a oz• O'•9. L G' a...N•4 °°•,G�1 IDaHO )-�U-B ENGINEERS, INC. 250 South BFechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com L SHEET 6 OF 6