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CC - Signature Sheets PLAT SHOWING CP&F REAL POINT OF BASIS OF BEARING 114007715 BEGINNING E. VICTORY RD. N89'59'41"E 2680.68' TEAK WOOD SUBDI VISION S.19 S.20 620.22 _ __ _N89'59'41"E 288.71' _ - 1/4_ S.20 • ---�-- '--- - � -- -- -- -----�� s.3o s.2s w C W N 1771.75' 5.29 LOCATED IN THE NW X OF THE NW X OF SECTION 29, Ib CP&F ADA COUNTY, IDAHO '� 261.41' !' 0 106083710 T.M., R A E., B.M., 130.00"' 25.00' -25.08' I m 2021 I NOTES � 1 0 �.�� 0+ I 1. THIS DEVELOPMENT RECOGNIZES IDAHO CODE, TITLE 22, CHAPTER 45 No .'R a RIGHT TO FARM, SECTION 22-4503, WHICH STATES "NO AGRICULTURAL 14. 4� OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A BLOCK 1 io � NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR Ri o S ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER THE SAME O f _ ��� �` HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OO• >. OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN; 1 � \ `• <1 PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY J L 10 60 180 -01 I WHENEVER NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT (� 0 30 120 • I S89'48'31"W \ V%j OPERATION OF ANY AGRICULTURAL OPERATION OR APPURTENANCE TO IT." l DETAIL A 13.56 BLOCK 2 15.00 \ p SCALE: 1 = 60 1 O 2. IRRIGATION WATER WILL BE PROVIDED BY THE CITY OF MERIDIAN IN f29.00' 13.56' \ ��sr• COMPLIANCE WITH IDAHO CODE SECTION 31-3805 (1)(b). ALL LOTS WITHIN 1� O THIS SUBDIVISION WILL BE ENTITLED TO WATER RIGHTS, AND WILL BE I� N6337'35"W E. FATHOM ST. 24.00' C'R BLOCK 2 OBLIGATED FOR ASSESSMENTS FROM THE CITY OF MERIDAN. LEGEND I 1.12' - - -L� �-- , 9 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE 29.00' 24.00' E. FATHOM ST. `� I REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION. 1 �'1, 4. MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE FOUND 1/2" IRON PIN W/ NO CAP, REPLACE IN DETAIL 'B' I �S89*48'31"W��, \ I APPLICABLE ZONING AND SUBDIVISION REGULATIONS AT THE TIME OF WITH 5/8" IRON PIN W/ PLS 7729 ISSUANCE OF INDIVIDUAL BUILDING PERMITS, OR AS SPECIFICALLY FOUND 5 8" IRON PIN W UNREADABLE CAP, E. FATHOM ST. I I 42.56 ``� I / / f o O Z 41 �� 15.00' I APPROVED AND/OR REQUIRED, OR AS SHOWN ON THIS PLAT. a REPLACE W/ PLS 7729 I� 1 O �0! O N1 80.00' °' 5. LOTS 11 AND 15, BLOCK 1; LOTS 1, 2 AND 9, BLOCK 2 ARE COMMON Q• FOUND ALUMINUM CAP MONUMENT „ w) LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S 1 24.00 -S89'48 33 W� to 1 1 I , I o I ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC • SET 1/2 IRON PIN WITH CAP PLS 7729 1 N89'48'33"E--J I 95.00 I j I UTILITY EASEMENT. v i i v ni ( SET 5/8" IRON PIN WITH CAP PLS 7729 r----95.06 -----1 1 ►v I 8 1 cv v 6. DIRECT ACCESS TO E. VICTORY RD. IS PROHIBITED. DETAIL "A W I0) 20.0' 1 23.5 23.5 bo O i w ' SCALE: 1 =5 O N I• I ICAI m 0 CALCULATED POINT o rn I I ' w 1 7. LOT 11, BLOCK 1 IS ARE SERVIENT TO AND CONTAIN THE ACHD STORM c) to, O �, i� I S89.48 33 W 1 ' WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST PROPERTY BOUNDARY LINE v ( I 0 10 1 L___ 95.OQ rn AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT 1--12.0 1 60.21' 34.79' 12.S89'48'33"W 143.21' RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT NO. 2015-103256, LOT LINE L--N89'48'33"EL-� co --------I r---i OFFICIAL RECORDS OF ADA COUNTY AND INCORPORATED HEREIN BY THIS 00 63.00' 63.00' I REFERENCE AS IF SET FORTH IN FULL THE "MASTER EASEMENT" THE cn i i -- r--------, r--------1- 1 ( ) --- SECTION LINE Io I I N Ic+! 1 1 I 17.21' 1 I r I 1 MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE to E. FATHOM ST. 0 I 1 o I 1 I I I I I I DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE` 1�1 1� N I 1 N 1 N I N 1 MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE - - - - - RIGHT-OF-WAY LINE I S89'48'31"W Ioo O io o f o o o i�I STORM WATER DRAINAGE SYSTEM. 42.56' i r*i 1 i O N N O ►� ni O N N O i�I CENTERLINE I " I � 1 o i ' a - -) 8. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES, PROPERTY DRAINAGE ----------------- EASEMENT LINE " --N89'48 33 E--� O 1 m I m 1 m I AND PRESSURE IRRIGATION EASEMENT IS HEREBY DESIGNATED ALONG ALL � S63'14 36 W _-_ , ry ` I ' I 1 1 LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY AND ALONG ALL REAR P I r- 95.06 ---� o I I I I I I I - - - - - - - PATHWAY EASEMENT LINE 0 1.12 O 1 I CA �__ _' L_____-J L__-__ -J L______-- 1 LOT LINES. A FIVE (5) FOOT WIDE PERMANENT LOT DRAINAGE EASEMENT I0 'rn i ia' �'s 40.21 52.00 63.00 63.00 IS HEREBY DESIGNATED ALONG THE SIDES OF INTERIOR LOT LINES AS _ _ _ _ BLOCK 1 TRADEWINDS �1 1� ^' 23.50' SHOWN. THE ABOVE EASEMENTS ARE AS SHOWN ON THIS PLAT. - - - - - TEMPORARY TURN-AROUND EASEMENT LINE SUBDIVISION '0i O 10 in E. RICHARDSON ST. ACHD SLOPE EASEMENT INST N0. 2015-074372 9. ALL OF LOT 1, BLOCK 2 CONTAINS AN EMERGENCY ACCESS AND UTILITY 1 NO. 1 i i N S89'48'33"W 261.72' I EASEMENT. .•••.,.......•.•.•.., �--N89'48'33"E--i �' 23.50' TIE LINE N89.59'41"E r----95.06' ---, 40 L c''I I �i'I 44.00' _52.00' \ 122.22' 21.79 v' ----- 40 ----- 7 LOT N0. DETAIL 'B' IW 3) Q 1 '� i i i \ 11.29' „ .I 1� ( 1 i I rn 1(n SCALE: 1 =5 I O to I 1 cn I N / co O J to Z i o � o \ 15 v,I CURVE TABLE 28.44' BLOCK"1 i N 1 I 17 0 18 o N \ BLOCK 1 N b CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA L-----N89 48 33 E---3 W 0 j o v o s - - '/ ' N r-------116.85' ----� = 01 m 1 m S89'48'33"W I m C1 75.00 117.81 106.07 N45'11'28"W 90'00'02" 89.51 BLOCK 1 BLOCK 2 rn i ia, N IN I 4 00 1 1 r--------- --�P 1� C2 51.50 80.90 72.83 N45'11 28 W 90'00 02 I� L-----0' L-------i O) go b 1 O6 1' P+ 60.00' 52.00' I• I' 16 0 io (ul " �� i :14I w C3 98.50 154.72 139.30 N45'11'28"W 90'00'02" I I o r___S89'48 33 W 116.00 �* C4 113.50 178.29 160.51 N45'11'28"W 90'00'02" L L----N89'48'33"E -----i 1 i (n .� 0 0 14 �� LINE TABLE C13 C14 O7 O r-----116.85-------, co i C5 20.00 31.42 28.28 S45'11 27 E 90'00 00 `s 23.5' 23.5' o l rn .Dc��,' I C6 20.00 31.42 28.28 S44'48'33"W 90'00'00" LINE LENGTH BEARING 0) ODI 1 16 i m 'ti�1 ,�' i " " L1 43.56 S89'48'31"W °- 7729 0 E. HESSING CT. �; 01 O 1G1 I C17 � h g. C7 43.50 68.33 61.52 S4511 27 E 90 00 00 j�i i i �J �+`. ,'1 �''`� i�I „ " L2 42.56 S89'48'31"W Np f n� j zC) '0 �8` l�1 C8 67.00 105.24 94.75 S45'11 27 E 90'00 00 9T �P rn iL N87'56'52"E -C9_ I i'G'` I F OF W `` 13 i I C9 67.00 2.18 2.18 S1'07'18"E 1'51'41" c0/�Y 0 1 i -----116.95 ------�1� HESSING CT E. . n V, G � 1 I C10 67.00 32.31 32.00 S15'S2 06 E 27'37 56 1 > \ DETAIL 'C' 1 ' DETAIL 'C' i O ��' 71.54' �' �-N89'48'30"E-� C11 67.00 37.49 37.00 S45'42'47"E 32'03'27" SCALE: 1"=5' 1col e 'I��'��`�C�j C'S \ �- S89'48'33"W' r--- 83.68 --� C12 67.00 33.27 32.93 S75'57'59"E 28'26'57" 'ol ,56 ,- `', �� o; ; I SURVEYORS NARRATIVE: C1 C13 20.00 31.84 28.58 S45'47'54"E 91*12'53" 1 _ - ' 12 i,1 " " THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN +yam' �\�, �� O IQ I C14 20.00 20.81 19.88 N61'1313 E 59'36 26 HERON. THE PROPERTY IS ADJACENT TO TRADEWINDS SUBDIVISION NO. 1, 10f TUSCANY LAKES SUBDIVISION NO. 2 AND UNPLATTED LANDS AS SHOWN C15 63.00 326.33 66.04 NO'11'27"W 296'47'06" �`O ti SS Ivl ON RECORD OF SURVEY 2739. -- 9.19' �ry4� CRY 10 A C21 R�3. I C16 63.00 31.18 30.86 S45'35'39"W 28*21'18' 1 �j8 OR, `993ry� � ?S• F��J C17 63.00 55.42 53.65 S84'58'26"W 50'24'16" C18 63.00 36.60 36.09 N5310'52"W 33*17'08" C19 63.00 39.97 39.30 N18'21 53 W 36'20 48 29 N�373,33�w C20 63.00 39.56 38.91 N17'47'43"E 35'58'25" 42Q � OD C21 63.00 102.76 91.74 N82'30'31"E 93'27'11" T 37� 23;�3g• 00 I BLOCK 1 �,� C22 63.00 20.85 20.76 S41'16'54"E 18'57'59" BOOK PAGE U��IvjSvv �, 30 I C23 20.00 20.38 19.51 N60-59.41"W 58'23'33" IDAHO � 9955 W. EMERALD ST. O 31 ` SURVEY BOISE, IDAHO 83704 32 JOB NO. 19-324 (208)846-8570 P:\TEAKWOOD SUB (1835 VICTORY TOPO) 19-324\dwg\Plat\Teakwood Sub PLAT.dwg 1/23/2021 11:40:23 AM SHEET 1 OF 3 _ GROUP, LLC TEAK WOOD SUBDI VISION CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know al( men by these presents, that JBI Elemental, LLC, a Nevada limited liability company and Charles H. and Vickie I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as R. Richardson, husband and wife are the owners of the real property hereafter described: described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and A parcel of land located in the NW 1/4 of the NW 1/4 of Section 29, T.3N., R.1 E., B.M., Ada County, Idaho more accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. particularly described as follows: P LA Commencing at the NW corner of said Section 29 from which the N1/4 corner of said Section 29 bears North 89059'41" sG� G East, 2,680.68 feet; o � thence along the North boundary line of said Section 29 North 89059'41" East, 620.22 feet to the REAL POINT OF Gregory G. Carter 7729 P.L.S. No. 7729 BEGINNING; 9 CN��[t.9)�� P.r0 �l ° �p thence continuing along said North boundary line North 89059'41" East, 288.71 feet; �Fc4Ry GP��� thence leaving said North boundary line South 04036'20" East, 95.88 feet,- thence South 39010'20" East, 133.84 feet; thence South 00011'29" East, 718.33 feet to a point on the northeasterly boundary line of Tuscany Lakes Subdivision No. 2 as filed in Book 94 of Plats at Pages 11,351 through 11,354, records of Ada County, Idaho; thence along said northeasterly boundary line North 73013'33" West, 420.37 feet to the northerly most corner of said Tuscany Lakes Subdivision No. 2; ACKNOWLEDGMENT thence along the East boundary line of Tradewinds Subdivision No. 1 as filed in Book 106 of Plats at Pages 14,594 through 14,596, records of Ada County, Idaho and the southerly extension thereof North 0001126" West, 263.65 feet to the NE STATE OF IDAHO ) corner of Lot 6, Block 2 of said Tradewinds Subdivision No. 1, said point also being on the South boundary line of Lot 5, Block 2 ) S.S. of said Tradewinds Subdivision No. 1; COUNTY OF ADA ) thence along said South boundary line North 89059'41" East, 21.79 feet,- On this day of year of 20 before me, the undersigned, a Notary Public in and for the State of Idaho, personally appeared Bryan Shepherd, known or identified to me to be the manager of JBI Elemental, LLC., a Nevada limited liability thence along the East boundary line of said Tradewinds Subdivision No. 1 and the northerly extension thereof North company, the limited liability company that executed the foregoing instrument, and acknowledged to me that he executed such 00'11'29" West, 532.67 feet to the REAL POINT OF BEGINNING. Containing 7.35 acres, more or less. instrument for and on behalf of said limited liability company and that said limited liability company executed the same. 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 indicated on said plat are not dedicated to the public. However, the right to use said easements is perpetually reserved for public utilities and for such other uses as designated hereon, no permanent structure other than for such utility purposes are to be erected within the limits of said easements. All lots in this plat My Commission expires on Notary Public for Idaho will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, Residing in Idaho and City of Meridian has agreed in writing to serve all the lots in this subdivision. JBI Elemental, LLC., a Nevada limited liability company ACKNOWLEDGMENT State of Idaho ) Bryan Shepherd, manager ) s.s. County of Ada ) On this day of 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared Charles H. Richardson and Vickie R. Richardson, husband and wife, known or identified to me to be Charles H. Richardson Vickie R. Richardson the persons whose names are subscribed within and who acknowledged to me that they 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 Notary Public for Idaho Residing in Idaho IDAHO 9955 W. EMERALD ST. SURVEY BOISE, IDAHO 83704 JOB N0. 19-324 (208)846-8570 SHEET 2 OF 3 GROUP, LLC P:\TEAKWOOD SUB (1835 VICTORY TOPO) 19-324\dwg\P1at\Teakwood Sub PLAT.dwg 1/23 2021 12:00:01 PM TEAK WOODSUBDIVISION HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have Qualified Licensed Professional Engineer (QLPE) representing City of Meridian Public Works, and the QLPE approval checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. of the design plans and specifications and the conditions imposed on the developer for continued satisfaction 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 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 County Surveyor 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 Ada, 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 this subdivision have been paid in full. This certification is valid for the next thirty (30) days only. APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of 20 Date County Treasurer President ACHD COUNTY RECORDER'S CERTIFICATE State of Idaho ) APPROVAL OF CITY ENGINEER County of Ada ) S.S. I hereby certify that this instrument was filed for record at the request of at I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. Minutes past O'clock M. on this day of 20 , in Book of plats at Pages Instrument No. City Engineer Date Deputy Ex-Officio Recorder Fee: APPROVAL OF CITY COUNCIL I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 , this plat was duly accepted and approved. tt �. �CENJSFO SG�G 7729 (P f�•�l�-` .� rF o CRY G.G P IDAHO 9955 W. EMERALD ST. JOB N0. 19-324 SURVEY BOISE, IDAHO 83704 Z GROUP, LLC (208)846-8570 P:\TEAKWOOD SUB (1835 VICTORY TOPO) 19-324\dwg\Plat\Teakwood Sub PLAT.dwg 1/23/2021 11:42:54 AM SHEET 3 OF 3