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HomeMy WebLinkAboutLPA92-00005 Recorded 6 of 6n TIMBERTON VILLAGE PHASE I I I A PORTION OF THE SW 1/4 AND OF THE SE 1/4 OF SECTION 17, TWP. 28 N., RGE. 1 E., W.M. JEFFERSON COUNTY, WASHINGTON 64.7 3 R=- 175_OO�L 91.18 o /00 �= 29'51'11" O Cil 6 y�zuxrr..rrr. r.: xr >rsnzzszn V 0 Q.1B�,, 25'03'28" 9, u R = 200.00' L = 87.47' °iwo 10' WIDE FRONTAGE UTILITIES 41 � EASEMENT (SEE. NOTE 1 PACE 2) /S O O W TRACT C " I ' Q o L EXPIRES 1 OPEN SPACE 05�oG /q8 I � LEGEND = SET CONCRETE MONUMENT WITH BRASS CAP, IN CASE (R) = RADIAL (NR) = NON -- RADIAL. A = DELTA L = ARC < > = RADIAL BEARING FROM FRONT CORNER R = RADIUS DRAWING NAME : CS -FP5 CURVE RADIUS LENGTII TANGENT d 32 ; m S10 op -- Cl - -- 25.00' _ 11.09' - - - -- 5.64' ri _ C2- __ 25.00' - 27.27 -- -15.7 ti �q "W - - -- 25.00` - -}- 21.03' -- - - -- 11.18' - -- -48'11 45 16 Cf P, "o „F N89'49'19 98.58' - -- -- 25.00' 9.26' -_ -- - 4.6B' -_- 21'12 49 - -_ -_ }° lti - - -- 25.00' _ 11.77' 6.00' 10' WIDE f RONIAGE UTILITIES o EASEMENT (SEE NOTE 1 PACE 2) al C6 75.00 _ 75.50 ul �� 31 t�~� 33 50 25 O 50 .100 -- 1030.00 a / "W SCALE T - 50' CB N89'49'28 30 12814 / J7. 3 DATUM :PROJECT 86'41'41" ' °, o� Q�P• / TRACT C - .54' • �, ,�`.,��, ; � V p 3 ?'38' ti R - 50.00' / ' ' .��rn h� 34 OPEN SPACE r pj y Q o `O C10 250 4 �lA'�° L. - 28.49 "W C11 200.00 4 y- -- C14' N89'49'19 C12 _ 50.00 h �r 11 45' 138.94' ^p / 19'04'42 NOTE: ADDRESSES WILL BE ISSUED AT THE TIME 25.00' Z - 4,1'43'47" 29 P`o - 5n oo' 35 I 3816' - -- 11.58` OF BUILDING PERMIT APPLICATIONS. hh. `�' �r�• IC17 0 o o _ 34'55'10' C15 r 20.90' "_ • `' 10984' ti F � n ' 58.03', rn _ _10.45 10.8 _01'03'53 46'46 53" _C16 C17 ?" 28 16 / p - so s o, 33.55 17.43' 38'26'35" 36 b Oti s C15 ri• M~ p0 S7$. 4� r ' <1 5178 f N ?S•/ C13 I16 �6F q6. s 500 j95q Vim/ hp/ ZS 07. ,05004" 37 tR_ j1_92- w5 5178 "W / 192 06 / "ID" QQ 10 R _ ` 02.52 TRACT o° qq OPEN SPACE / O 38 v - s 60' Q, l;)4 66' TRACT ^C^ / ry��C/ 03*(�22 if 10' WIDE FRONTAGE UTILITIES S9° ' EASEMENT (SCE NOTE 1 PAGE 2) / 58.5900' OPEN SPACE / 39 ,- -r' 5 N 5 2 3178 "W lR� 1 1) 3 q .i ' Ol lIq 00, ' - / 107 E 2q' 39'0p ? ,o/ / ` A = 30'09'56' R = 200.00' D L = 105.30' 1 83'16'25" E 134.28 - / r 3 R=- 175_OO�L 91.18 o /00 �= 29'51'11" O Cil 6 y�zuxrr..rrr. r.: xr >rsnzzszn V 0 Q.1B�,, 25'03'28" 9, u R = 200.00' L = 87.47' °iwo 10' WIDE FRONTAGE UTILITIES 41 � EASEMENT (SEE. NOTE 1 PACE 2) /S O O W TRACT C " I ' Q o L EXPIRES 1 OPEN SPACE 05�oG /q8 I � LEGEND = SET CONCRETE MONUMENT WITH BRASS CAP, IN CASE (R) = RADIAL (NR) = NON -- RADIAL. A = DELTA L = ARC < > = RADIAL BEARING FROM FRONT CORNER R = RADIUS DRAWING NAME : CS -FP5 CURVE RADIUS LENGTII TANGENT DELTA _ -- -- Cl - -- 25.00' _ 11.09' - - - -- 5.64' 25'2_5'05" - -62'3011' _ C2- __ 25.00' - 27.27 -- -15.7 -C3 - - -- 25.00` - -}- 21.03' -- - - -- 11.18' - -- -48'11 45 C4 - -- -- 25.00' 9.26' -_ -- - 4.6B' -_- 21'12 49 - -_ -_ C5_ - - -- 25.00' _ 11.77' 6.00' 26'58'34" C6 75.00 _ 75.50 41.30 5T40'33" 0 -- 1030.00 CB - - - - - -- 25.00' J7. 3 23.60' 86'41'41" C9_ _ 76'16'03` 15'41'50 "_ C10 250 _ 33.28 19.63' C11 200.00 C12 _ 50.00 16.65 8.4U 19'04'42 -_ C13 25.00' 21.68' - -- 11.58` C14_ _ 5_00 3047 15.73' _ 34'55'10' C15 1125.00' 20.90' "_ 25.00' 20.41 _ _10.45 10.8 _01'03'53 46'46 53" _C16 C17 50.00' 33.55 17.43' 38'26'35" SEE SHEET 4 OF 6 FOR BOUNDARY DATA