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Home My WebLink AboutTED4002165.3SECTION 18, TWP 23 N, RGE 5 E, W.M. UIN LEAD RAINIER AVE. SOUTH ) /WASHER t I i I S 19' . " E 420.00' s FND. TK/WASHER -® -_-__ — —_ FND. TK/WASHER 1T4D 3 _ E IN LEAD e - FND. HER --' TK WAS �64' LEA I Dto / 20-- �^ IN D , A N LEA 99 m� dig �8 6' ..I _ r S23 6 0 rn n 6' -- ' 0LO M c0 CO � .6 -sXY g O EXIST_ EXIST o0 M g O N O BUILDING _ N -- BUILDING 3 ry CJD �j - - ��0)00 e J� W .` _ Co icy co . Q y 6`' U ... iYWY�Yn" �4 k'i_ �. �f h O% S — _—_ N 19'58'04" W 100.00' 1 t— .... --- M E Q^ ! .,..._.... v - i,• 199:45 S 1 cv i r y _ 2� 3¢ 16 /�� _ •/ FND. TK/WASHER - ~` IN LEAD . �" -' �---..�._ S 19'S8'03" E 2.24.94' ; - Ca _ j ry C'v,_.-IV. 14 o co oM"� I ^ # ' -T1>,� -- — — -- — 19 58'3 E M 4p) M COCY f MST - . _ T „ E —� - - , -- -- -- -- S 1 �� A �' ��o �rl o� \ ' / BUILDx�c3 ,, r :t,<-.a 4 26�C 483.56 - -2 4 � F 51 '� �,`b o.�� N I\ co^N T1 �Ifr S 3� 3--6g _ 163 38'— E — ='— % — ae, CO I EXIST Z G y-.. _..-.._....._ BUILDING .447 e to 26 -- rn y: 0 1 _ — 4 p O _ M 3• t IND. PLASTIC fy �$ O O} CAP ON REBAR p �10 CC) /� -' -s .• _. _ . _ �j q - �g, P Sy L-- CV W .w IV- 340 .. _ wd , - \ tmod, .---,• _ . s _.....-- -- - _, 3000 � - - D4 - £ L3, „_ _ _ - r� 6 _ _- _, _.- P j R `V \ • OC) f ij M a� ^M � N r- a _ \--.. - O to M co co o - �.. 06 r - -- _ _ - C0 r� o _- W _ - - _ - II - 1 �7 M M _ g i a o �, _ - - �' -2o- 4fD_.._ N _. _. _ �—�. _ ^ � �.... 3p 3R 3 -........ - p ,.-. - R _. I ^_, -_ o - -_ 5 .h - vJ FND. PLASTIC`:._....-_ _....�. R# __ __.'- �- N N _.. _ _�._. 49 g7 T -. 0 r7 CAP ON REBAR 0 92 3 cp U O Aq �h O - C0 �0' a t QD M (6 6 2 n7 �o o� q� 0 4 _ < VL COp� I ^ I I ' �t.w•• N L� __- tY I s tr 7 2 M o AAA 46 3J5 i 01) 4 U �. _... ' 30 z •,� S 16°28? < e -__ 89 c� v v v 1 ® ca W _ h \ Z �.-53 3' y� O r cb ^ \ l -�� \ t Nram` W M M ,ov _ d 0 C N i s � :tl o G /\ �" e ' I „0 cb . 2 c ,n (0 1 'n t0000 40 4 6 70 u-► I t 1 E 40 0) `� ' I COORDINATE VALUES FOR PROPERTY LINES CO 40 1 — o (0� AND CONSTRUCTION CONTROL BASED ON VL co LOCAL COORDINATE SYSTEM. c CONSTRUCTION CONTROL POINT v t y° , _ 47 Q 05 rn _/ 0 ' , 97 `O� �'� �-"' A N 416 0©_ S 30 3__W /�- 29 54 p 1' e_-`'�REBAR _ ---"'� _ - W/1�5'� U.C.�C - �l 0 ![5' �I+t If IQaIL' FIND.\ 5REBAR1 ` '" _� g9 ., �. 41.14�. „ 49g3.31 g - - r I; /// � 0) e 83 7 24.0 FND_ pie _ 8' --'�..'" i f o, ®8 42 n, - L 195.7 _ ® Co. FND. REBAR,' N 22'0557" W r R�1436 43 \\\ -00 _. 182.91' FNDa CITY OF RENTON o �-- — REBAR �---- M — ^ _ Leonard, Boudonot & Skodje {nc. DEPARTMENT OF PUBLIC w(JI�Ks — /�� NOS ry' � 40� ; . " PROFESSIONAL ENGINEERS & LAND SURVEYORS "'k _ M I o M � ,., S8 a3 �< O� �(v VL 603 South First Street; P.O. Box 1228 FRED MEYER � f M N� h ^ d` Mount Vernon, WA �J- 8273 ENTON CENTER s9 ;1 C0 CF �" Tel 206-336-5751 Fax: 206-336-3981 ` ��`o COS �O ® o= M°�M ® \ FND. 3 4" IRON SITE CONSTRUCTION CONTROL PLAN DESIGNED: DEL DATE: 8/8/94 FlLE NAME: 94058 CURVE RADIUS LENGTH = DELTA 2 REVISIONS PER CITY COMMENTS DEL HAF 8/12/94 DRAWN: DEL C1 131.75 24.04' 10'2T24 12.58 72'05 51 CHECKED: {-{ TF SCALE: � " � 6 Q' FlELD BOOK: PAGE: C2 10.00 1 REVISIONS PER CITY COMMENTS DEL HAF 7/14/94 C4 PIPE NO. REVISION BY APPR. DATE APPROVED: SHEET: — OF: DIRECTOR OF PUBLIC WORKS LINE DIRECTION DISTANCE L1 N 70'01'57" E 41.31' L2 N 36*12'444W 20.00 L3 N 29'54'37 E 5.43 L.4 S 88*4018 E 20.02 L5 N 30'28-1 W 37.54 L6 N 70'01'57" E 41.31'