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HomeMy WebLinkAboutFinal Plat 1 BAINBRIDGE SUBDIVISION NO. 8 BASIS OF BEARINGS BAINBRIDGE SUBDIVISION NO. 9 BOOK , PAGE BOOK 116, PAGES 17641-17645 BAINBRIDGE SUBDIVISION NO. 10 BOOK 115, PAGES 17189-17193 --- S 89°21'10"E 2651.04' BOOK 118, PAGES 18069-18071 C114 CORNER PLS 10279 27 26 2020-099180 114 CORNER VICENZA LAKES SUBDIVISION I I I PLS 11574 BOOK 115, PAGES 17340-42 CPF# ADERO PARK SUBDIVISION NO. 1 - - - - - - - - - - - - - - - - - - - -W. RAVEENA ST. LOCATED IN THE W1/2 OF THE SE1/4 OF SECTION 27, T. 4 N., R. 1 W., 8.M., ED / CITY OF MERIDIAN, ADA COUNTY, IDAHO � �� • UNPLATT • L - - - - - - - - - - - - - - - - '�'� `��' / 2026 VICENZA SUBDIVISION NO. 3 I BOOK 112, PAGES 16373-75 I I ,5�j1 titi 15- 1 • s / S 89°34'1 "E 96.58' POINT OF BEGINNING V / � I S89°22'03"E 440.11' -- -- - - - - - - - - - - - -� ♦�� / 6 C6�j I i / C9 �? g7.9 ' I II <`P 68.22 • G 1 i I 46.19' L12�rn SCALE POND EASEMENT // 11 v 80 0 40 80 160 1 \� INST. NO. a 114.41� ( 1 t L13 i �� 1 (FEET) 1 INCH=80 FT. LEGEND � ♦ `� I I �� � N - - SUBDIVISION BOUNDARY LINE ' ♦ ��\ BLOCK 1 \\ I 1�1 w1 LOT LINE CENTERLINE 20'PUID EASEMENT SECTION LINE AND 20'PRESSURIZED IRRIGATION EASEMENT SEE NOTE 13 ------------ PUBLIC UTILITY, DRAINAGE,AND IRRIGATION EASEMENT I n \ 7.4 \ \� 10,TYP I �� 1 TIE LINE O \ \ I 11 1 LOT NUMBER a N Sri I • Qo FOUND 5/8"REBAR/CAP PLS 11574 OR AS NOTED VICENZA SUBDIVISION NO. 3 BOOK 112, PAGES 16373-75 n 1 / �� © SET ALUMINUM CAP PLS 11574 Z Qs -p 1 I ♦ UNPLATTED W N i ` ♦ o FOUND ALUMINUM CAP E" Q) b� u, ----------- LENS lr� ---------- ° i � j rt --- _ __ ---- --� � �� � SET 5/8"REBAR/CAP PLS 11574 N 88°57'191 W 296.43' I \��\ ♦♦ • SET 1/2"REBAR/CAP PLS 11574 w 11574 , I ^ I �\ ® SET 1/2"REBAR/CAP"EASEMENT PLS 11574" CALCULATED POINT OF X °+ I I I I I I \�� ♦\ �\���\\� IRRIGATION EASEMENT INSTRUMENT I OFF BEAG�'�� NO.2025-XXX l 1 • N I I \\� ` ILlL1�/1/1/1J NO.'S 2025IRRIGATION EASEMENT INSTRUMENT VICENZA SUBDIVISION N0. 2 W BOOK 110, PAGES 15670-15673 I I ACHD PERMANENT EASEMENT,SEE NOTE 12 s W 6>° i l W z I s I L_ \nl LINE TABLE - - - - - - - - LINE BEARING DISTANCE� LI S 76°00'43"E 20.58' W LLW. GONDOLA DR. C3 � s L2 N 47°48'16"W 70.11' O ztkv- i / NTS ` � CITY SEWER MAIN EASEMENT / \� L3 S 83°46'19"W 27.60' Q Q O _ - - �` INST. NO. ° L4 N 25 42'39"E 6.93' Z Q d" /o�'s / -- - - - - _ o ``\\ ��\ ♦♦ L5 N 64°17'45"W 1.00, O M QO co J O L6 N 00°37'S7"E 48.23' rr�nn OO � 00 = �. sg `�\ / �� ` L7 S 12035'04"E 31.21' I v Q M O o `` / �� ♦ LS N 32°29'25"W 41.32' ti 0 VICENZA SUBDIVISION `�\ �� �A L9 N81o19'56"W 30.00' _ f� p0 I- O \ I� L10 N 08 40 04"E 63.31' Q BOOK 108, PAGES 15026-15028 Lll N 27039'20"E 46.42' � Q i I I I \ L3 �\ C\ \ L12 N 7702456"E 202.38' f�J >< o0 L13 S 7702456"W 214.41' O L14 N 12035'04"W 46.05' (!) Q W m � U � FND 518"REBAR NO CAP/ (�' ° / \\\ ♦ Q W SET PLASTIC CAP PLS 11574 / • 1 ♦ M U CURVE TABLE m CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH / �� I \ ♦♦ I Z - - - Cl 149.58' 330.00' 25058'12" N 6304714"W 148.30' \ / O / / Cr ' O Q C2 16.38' 555.00' 104126" N 38011'43"E 16.38' �~ / • �J` C3 165.33' 327.00' 28058'05" N 6900701"W 163.57' I / IL - - - - - - - - - - - - - - - - - - - - - O � C4 353.58' 323.00' 62043'12" N 0503703"W 336.19' C5 180.51' 275.00' 3703635" N 1801020"W 177.29' I C6 6.48' 55.00' 6045'12" S 69041'36"E 6.48' I / C7 13.72' j 13.00' 1 60029'07" S 42049 N '38"E 13.10' UNPLATTED 271 --- --- - W. MCMILLAN ROAD SEE SHEET 2 OF 3 FOR NOTES, REFERENCES, AND NARRATIVE I o 34 14CORNERPLS 10279 --- --- --- 27 26 i� N 880 56'25"W 2654.57' --- --- --- 1 CPF#2017-116131 \l 34 135 W PLS 10110 O ti CPF#2016-064167