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HomeMy WebLinkAboutR-3922044 LINE TABLE LINE LENGTH BEARING L 1 17.05` N38 53'00' E L2 7.59' N50 37'43"E L3 28.67' N76'12 28 E L 4 2.83' N89 20'40 "E L5 58.82' N85'00'29"W L6 6.67' N50 58'48"W L7 14.40' N55 43'37"W L8 2.51 N65 04'34"W L 9 22. 96' N24 5526' E L l 0 10.43' N39 42'33' E L i l 22.95' N28'18'01 "W �r SW 1 4 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. 0A AtM N N Vj 0087000280 0087000282 0087000281 0087000285 N I . ' 0087000211 i 1� 0087000214 W xIT (] oQ P CENTER OF SD W I ' 7. 0 7 T T- W • ACCESS m �. - ' r W EXISTING ASPHALT -Fl , STA. 50+00.'00 (PRIVATE DRIVEWAY) _ •# v "� 0 NNII tit t \ PATH 2-REMOVABLE BOLLARDS �C STA. 40+12.94 (SE 172NO STREET) (� ` AT ENT TRANCE OF R }.. M \ a co w .rMAINTENANCE ONLY O # , � CENTER OF `�� �r� _.:� �.;.�'�'� � _ '" . �_.. , RTrJ rl7�"�; "_.^.^.._.,....�.. WIDTH O t F r.. _., -.„ -.._ I /.- ACCESS, SEE DETAILS .H02 re. m " _ .--�-r CJ f t r I � .. co • ` „.. .., w ~� .: AND H022 ON SHEET ,('14.w�,. �xr.._.__.',,,,,.. __:....�, ,,^..�--...._,_._ :,".^:.... :..,.. PVMT, WIDTH a p8 FOUND CONCRETE MONUMENT WITH S y �^. ! ,,,','' <` ".._., G ..t .r:. " , mow.. ,,.. "(, '•=T=..- ...- .. I I i w 4 3 , >, � . . , , .,M. ;. • .-'-s.,__-_ _ .:,....>m ..._ ..,,.,I..W.., . �--.. _, . _ _ ,».:__�� • "3 R.O. W. D DICA:TIO •. - w . f , m. -:.-^ ..^_. _.,. :..."-k-:µ.....: '.._.».. • 1 - .--, ..im .,-^-^^.,.,. t _ � 00. i " 'Y' u _17- r- TP' ! 1 _ .., •._.__ , t, 2-i 2. BRASS DISK WITH X DOWN 00 / -- --- \ 37+DO__..... • ...._._. __ _. :,, 0.5 /N MONUMENT CASE f t - - 38 --, �_ "'.plir`^ ,_^.,... ,...., _ ^ •:,M __....; iA QQ . .., •._ _ l-_----------.__ AND -_ . +00 .,..,.. ... �-_ XED U . I 40+ ! CIAL !--- _ 35+0 ., . , :r ".. ;. r7 .�.....� .,._ :_..., .. ;,. STA 40+13 08 SE 172ND STREET - _ - _ f 00 , S EET _ - �'_ 8-04.OS L:.. CES5 _� 34 r (8 _ _-r 1 _." l INDa I o s -. ern :- r STA, 27+30.41 0.14 R BENSON ROAD ... m . _ �:._-_ , ...._..... Mom._._-. �,.'.-• k ....._....-,._ ._ �.,»_r.: �i ut r,•r� -, i , • .>. _ _ _ c ..w_._ _ -fig 89 _. - r . 5 i:• ^SI WALK `\ `,. e, •.,. ,,,, . ..w T -.-. _ � Y '� 33 i x W y , x 5 EWAL . .. ,, _ v 7 • ,A.<.;,,.,,_ _.... , , l 1 €� , ^' '' ..,.c *,>,...,.,.' ...,...........:Y.__'.--ens= - _ --it'"' k' �1 S { _ ` fs • \- \ - • � .w -_ ,._ --,�_. ». ' -.. „, �..,, :, _ ,, •.. '1 k k � FOUND 1/ 2 REBAR WITH YELLOW PLASTIC 6' SP _, tom.-� - >. r ED D S 38 11 D.1 E 0.0 3 i ! Q A AL z �. CAP STAMP Xl 0 X ,PLANTER :. ii '' " i i' r .".:. • , , a t k i i 'i i ! 1 •i'..,:.f \ PA {, 21 \, k OF PROP CORNER Z _. 6 SIDEWALK ' ! :. � ®\ ,. :.. 15 PUBLIC ;w � ; ,, .,....._ _ >.•- -- _.... __..._ _..._ 'SIDEWALK # 1 z 8 _ ---- -_-� '--- 3 A. 36+ . 03 30.01 R SE 172N STREET \, ySTORM t ( ) f DRAINAGE -. , R ». : �. �j ..zr .� , .,.,:•.� - �.° ,. 5 BSBL 8' PLANTS 0 D 5 8 BENT BARE REBAR, \ i' (-. _...._ _.. ...: „ ; . • ^ , r i t t , •. , , \EASEMENT - -- ...._ LOCH T10N A T BASE ✓ • ,, ®� } j Q ,: � \. f / ..> y � , ' 2923059176 s 11+8 . s, 4770L (SR 515) `# / . \ ',, \ ,. '' # ' / .',. , `•., `�n :rl t k' � , „ It � , r "` ' r M INTENANCE ONLY '� (• , CCE 'SIN , �' � ;•fk � y } � _t z , ; ( 1 �, � N-''� FOUND 5 81' REBAR W/ TH � ,TRAN, •,. A �� �� � r , : � } } } I ( EASTBUILDING � .,.� " .. / . i \ t ! x . r ` \ r�� .\�.. ,Mrs' f , , k �, , � -' r 4 � t • �YELLOW PLASTIC CAP STAMPED. 20' QsBL - . - W'S ILDIN,} Y , „ „ , f 1 } ?4. Q i 1' �. f r } N _ EXISTING SIDEWALK;tr PAC TECH_ 0°2 S X ,,. 0 \�, i . \�„,' , \«✓ F L�I r w ' .n.-. 1 - 00 \ w. , I E SEE DETAIL SHEET Cl1 ,. \ :�� 6.35 f # t i o #.� r w _ , f t o r s;.33. 1 0.0'W. OF PROP CORNER ,l \ �� ,; k • , ( r i I } , +:' I „ .•, �. �:• / . # ( W FOUND 1 2" REBAR WITH ! % O O STA. 25+45.78, 49.8.8 L `� � J O 1 i i I �` i.. : } h YELLOW PLASTIC CAP STAMPED z" ( BENSON ROAD t ,: �'..rcq „ urn ,.. k ►h i "DAIS 38011 AT PROP CORNER 6 f `�' o } 9 5 68 ' p, STA. 43+ 7.7 , 2 . 2 L d�1134 56 Nl . �, ' y r n. I # " r \k t (PRIVATE ORI VEWA Y) R= 400.00 w C p ...,. - -• .",...,: ...-r•• ..\\- - , r. 1 ,... �. rsx� .: °��°! i� 5 BSBL 1 a O 9 E 2$3.60 ' '�. �." \\ , 1 ,. .i k z t r�"'i(. 54: 0•� , N88.04 0 "°, � . : `�' \\ : \\ ate.. ' •,_ �",, . {, � , r «< ( _:.. •a,/'X - `•\ , • S \� _.\i.. saw s c s . ::: : / .. _._.._ . - .. ,:,,,, j. j ! '``., . 4 O ne _ ,. s.w f, 4 k. k # Z. ,,, !,y •w. "L.I i i r 0 N8. 04 09 E r f r '- -1• ps' 3 4 , 24 `. ,'� . _ .e ,. , f , _. ^ t } ,.,. ., ,r _,. ,;; ._.. r- .- �-~ C9 " � -.: 6's • > t`.` JL -0.5 fi , ! , t � 1' '. r , , I � \ ... :_ 54. 0„ .f � ,{ . -. ,.. _ . ' y � } t - y: - r „' < i r 1 , s /R=32, 00 r TA 46+90.00 PR/ VA TE DR/ VE A Y \. ✓ �4 ,. d-28 00 00 _--r�..}"�80 ,,,. `•, f' ,/� 1 7 w L S W `. \ , ,, .?•� Vy ..• ,' ... ..�`" ty.w .w i., � t}..} � s � t, �*-. ; t , of j I s \ \ y , 9. 0 ` s .. > ,;,:,- ..-' , '(- ���, ,: '�• ND' 1 REBAR .. WI TH % j$` . � ,� \\\ ,, �•. �� YELLOW P�,(�8'Tl.1r,a CAP.-___ ,. r �,: ,.,• .. ?. t x � -. - Q "a'.\ ^: - } v . r✓' • .. .. - .., ,C.., � � -,. „. ✓' .." ,4" • f,f' J r } AMPED DX1S 38 1 to >c- �- r ., _ , - STA. 43+45.7 .2 •09 R �,:w " APPROXIMATE L ©C.-- 20 .i, ., a ,- � . ,. � "• •=•. " ` - - •... , CURVE R TABLE A CURVE RADIUS RA LENGTH H DELTA C7 61.00' 12.50' 1144'43" C2 28. 00' 12.50' 25 34'45" C3. 47. 00' 27..16' 33 06'38" C4 27.00' 21.32' 45'14'59" C5 84.28' 43.87' 29 49'18." C6 84.28' 16.80' 112523" C7 I3.00' 8.30' 36 3336" C8 20. 00' 1 L 88' 34 01 '41'' C9 24.64' 23.14' 53 4746" Clo 3.00' 0.77' 1447'07" C11 40.97' 30.91 ' 437337" „r""` :ti T »G2 W Y �� ' ;>vt: . Z.--',- r` _ i. ie----"X:" 'r, -.WA„T.ER EASEMENT. REC. ''(f. �' E ) _ t a is i r/ S Jt ~ a NTER IF r E wi p lY } Wr" N0. 6275643 i k^ 1 l S' ••. r r �c } - t 7 `s : , ��, r- _ e- ^.,:rJ. it � °� _ ` . OR/ VEWA Y ` •- a g \ �w � r \ • 6, � � r r...", FOUND 1/2 REQ�iR,W{TM 45 TRANSI TION TO \ .\ r 7` r siS ,--• .._.�-_YELLO LAS :•. CAP U , "'� • - w a W P TIC EXlST1NG SIDEWALK; y •'v, \ c9 , x:_i• _ o � •, } �,. � t _ " w - r r ' r STAMPED ' DXIS 38011, ,. a� �,:: > SEE DETAIL, SHEET. C11 `\ � �;�,� ,.; .,. �-1M - 1 1 - _ .,- P r ,. a r / N , - r._. 43+32. 4 70.82 R l0, CLEAR # . ( r ,,, ff�_, ([, ;� 3 , , � .. ,, r ..\ \ � PRLVA TE D lVE A Y< i • � .. _ \, -.,,. �.,. J � / ( t / } ^•- � COR CONTROL P T. N0, 1863 ZONE \.�, \, ,.. �. �. �,. ,• � ., OUND CON' R TE CC ' � FOUND CONCRETE MONUMENT MONUMENT T � I � WITH 1 8" BRASS PIN, DOWN .. o r :�•, .,. , , �,, ., -', M'>d t w. _... ,, , '. ,, l r _ „ µ~:,'' ` . ,' , , ! � ``' '' 4, y'- / � 1' ' BRASS `PIN /N' IN.g , r f t 1.3' IN MONUMENT CASE / r °.'„ 4 � _4 Z'2aj.. #' # ( '.» '`a „ .+✓ °{.. Lr ,,Yb. # t WJ f`i', 4 ` /�'» ,, 'a. y. -.� N J k Ir w t ! > 2-1/2 P/PE, ' IN k \ 3 4_ OUETCSE r M N M N A ^<,. \n, - } .„.1- .-�•" 'ice 1,.,•. J ,! J - >"r; v.,.+' „f� f O STA. 24+55.02 6% PATH '� V' , r<•F- -^;/. 1.t l• ��. f ec:•. .r' ,..,. \ .! +„-t. c�".. .. yN J Al - - k j } , 0 Or 1 (BENSON ROAD) cS �°� } k , ..: , <' a r�, � �: � p'-.' 1. � •�� .�. (` • . _ � ry ij -co to v: \' 9 ,,QZ '9�\', � 11 '. ' � ' `-e / `" w ' • . , t 'I ,nn„�,-�O r ..� y ,. � � , '� � "'s ��: / � /� `y �`//�\t� �' t\ ,,�� �, �` LZZ A �! ' 2+ cp 6' PATH, , rJ C4; FOUND '1 2 REBAR WITH YELLOW PLASTIC CAP STAMPED ,. " C 12 125.34' S4.83' 25'03'S1 " ,; „ \ \ ` "PATH DXIS 38011 ON IL' rr` ° ,: \ 3t # 13 t , # \ w _ -' .' ' d •, St /' % J STA.. 15+47.7$, 57 50 L (SR 515)\� r} r r � �, � \ , if >� /�•44 X. . ASIS OF BEARINGS. \: _ ; s \ } kk .PVMT. W/DTN 0 463910E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1866 AND . k d 63. NAD83/91. X r \ S(DIYALIF �'� ;�. , tip. . , / • 1 q , - • ER TI CAL DATUM, t , \ ' . S' \ ~ �'\ `' jt � �� r` M r i°..•,° r.,°" a. 1 r�r icy � � / �. ,h0� �� o 9 88 PER CITY OF RENTON VERTICAL CONTROL IAV COR CONTROL PT. NO. \ t ` \ h, ', �•� .: ' / ,• '' ip� 1866, FOUND CONCRETE DATUM s � , ORIZONTAL QA SO, J ,, .� � ,,•I "� �. , rr MONUMENT W/TH 2-1 2" 3 LEGEND: i� J rj v o } w) "� V - BRASS DISK DOWN 0.4 ' AD 1983 91 PER Cl TY OF REN TON MONUMENTS s . \ N88 , v, IN MONUMENT .CASE o , LOCK AND LOAD WALL \ 9 \ \: a STONE TERRA WALL v . _ 1 TY OF RENTON BENCHMARK NO. 1915 t J , � BASS PIN IN CONCRETE MONUMENT SET IN 2-1 2„ DIAMETER -.PIPE - v / � KEYSTONE WALL EHIND .CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4 IN MONUMENT .�.. - r ' ASE ELEVATION 380.86 FEET. i N RTH -. DA RAMP DETAILS:_ ` ;_ ., , ,�,� Q DRI VEWA Y TABLE LOCH TION DRI VEWA Y T STA. SO ACCESS 32+03.38 NORTH ENTRANCE 34+1790 EAST ENTRANCE 24+8Z99