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HomeMy WebLinkAboutWTR2701427.1: RE05f PER C/Ty OF R&YTON REDO //YES SHEET INDEX - C MPO I UTILITIES PLAN C-2 GRADING & DRAINACE PLAN (NORTH HALF) C-3 GRADING & DRAINAGE PLAN (SOUTH HALF) C-4 TEMPORARY EROSION CONTROL PLAN C- 5 WATER PLAN ( NORTH HALF) C-6 WATER PLAN (SOUTH HALF) C-7 SANITARY S'FHIER PLAN & PROFILE ( NORTH HALF) C-8 SANITARY SE!NI R PLAN (SOUTH HALF) C-9 WATER DETAILS C-10 DETAILS C-11 DETAILS C-12 SPECIFICATIONS - C-13 S.W. 5TH PLACE IMPROVEMENTS C-14 CITY OF RENTON DETAILS SCALE 1"= 4 0' BENCHMARK: TOP NUT FIRE HYDRANT j AT S.W. 5TH PLACE & MAPLE AVE. S.W. ELEV. - 30.94 i L / I � J VICINITY MAP S'►i3C� •}�. (ef r 1 I �, R �1 �nj ir, - ?`tip =I >�-1 _ `�_•: �� s' i I ,- pt _ 9 "i•�12 r—. - , ,,, 52 0 1 �, �. x `' n3 ��i AIRPORT, LAY_ 31 � / .�� -, S- c z I.A - t S 1:?.- t� '_ ♦• �1� =S ���_ f �I- cy 1,`h� 5 �/ •�� AC C P� IL S 1� « ST L� t EARL SIG I t; ' '�oxs S•'�--L w s J SE I .1---- =ems• ra r eT r S E� 7"yl + i,S1 `•� .. g In I "Reproduced with Qerinission granted by TIIOPGIS BROS. MAPS. This map is copyrighted by 7110MAS BROS. PUPS. It is unlawful to copy or reproduce all or any part thereof, whether for (personal use or resale, without permission." wrR-27--1427 f)ru15r,D ffJ5 CITE GF 13CHTOd r5EUIEId co1919CmTs l-zo-cla DI co 2 - 28 - 90 4111. , 5 - 5 -90 KLL 16411., DOTE: LEGAL DESCRIPTION ARCHAEOLOU ICAL Dlu SITE. 51TE TO 15C CLEARED ONLY. REMOVAL OF EARTH MOT ALLOWED 5CLOW 4" 0E EXISST-II 16 BEGINNING AT THE SOUTIIWEST CORNER OF SECTION 18, TOWNSIIIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN; THENCE NORTH 52 DEGREES 23'11" 69RDE. AREAS MAY bE RAISED WITH IMPORTED MATERIAL EAST', IG94•:3 FEET TO THE TRUE POINT' OF BEGINNING, THENCE NORTH 29 DEGREES 56'OG" EAST, 32.53 FEET; THENCE SOUTH 88 DEGREES 31'42" EAST 5:37.55 FEET TO THE WESTERLY RIGIIT—OF—WAY LINE OF HARDIE STREET; THENCE SOUTHEASTERLY ON A CURVE TO THE LEFT, RADIUS 149G.43 FEET A DISTANCE OF 48.92 FEET; TIIENCE SOUTH 29 DEGREES 54'08" EAST 288.60 FEET; THENCE SOUTHEASTERLY ON A CURVE TO THE RIGHT, RADIUS 1449.10 FEET, A DISTANCE OF I G3 . 1 1 FEET TO ITS INTERSECTION WITH THE NORTH LINE OF THE RAILROAD R I GIIT—OF—WAY ; THENCE SOUTH 7 7 DEGREES 19 ' 14 " WEST ALONG SAID RA I LROAD R1GIIT—OF—WAY LINE 462.99 FEET; THENCE WESTERLY ON A CURVE TO TIfE RIGHT, RADIUS 18GO.08 FEET A DISTANCE OF 544.48 FEET; THENCE NORTH 15 DEGREES . s 53' 29" PAST 45i FEET; THENCE EASTERLY ON A CURVE 'I'O TIIE LEFT, RADIUS 330 • __ FEET A DISTANCE OF 19G.71 FEET; THENCE NORTH 29 DEGREES 54' 08" WEST r0 14'L.1(i FEET; THENCE NORTHERLY ON A CURVE TO TIIL RIGHT, RADIUS 300 FEET A DISTANCE OF 313.31 FEET; THENCE NORTH 29 DEGREES 5G'OG" EAST 83.86FEET; ' 3 Q, TIIENCE SOUTH GO DEGREES 03' S4" EAST 30 FEET '1'O '1'IlE TRUE 1'OIN'I' OI BEGINNING. 12' SIT 1 W LESS STREET R I GIIT—OF—WAY TO BE DEDICATED CATED TO 'I'll CITY OF t>JNTON , AS 1 -,\ DESCRIBED: BEGINNING AT THE SAID TRUE POINT OF BEGINNING; THENCE SOUTH 'l9 DEGREES 5G'06" WEST, 83.86 I�EC'1'; THENCE SOUTHERLY ON A CURVE TO TII1: 1 EET, A DISTANCE OF 281.98 FEET; THENCE SOUTH 29 ..--..,\ LEFT,RADIUS 27O I� DI.GIZI;ES 54 ' U8" EAST, GZ . 1 G I' EE'I ; THENCE SOUTHEASTERLY ON A CURVE TO THE LEFT, RADIUS 20 FEET A DISTANCE OF 31.42 FEET; THENCE NORTH GO D R•' LG L )J S 05 52 ' EAST 673.12 FEET'; THENCE SOUTH 29 DEGREES 54 ' 08" EAST 60 FEET' 111ENCE SOUTH GO DEGREES 05' 52" WEST, 723.12 FEET; TIIENCE NORTH 29 DEGREES 54 ' (!!3" WE 14'l . 1 G I EET' THENCE �• , CNCL NORTHERLY ON A CURVE TO HE T' RIGHT, RADIUS 300 FEE T A DISTANCE OF 313.31 FEET• ('HENCE NORTH 29 / F> �.- DLGRF,I':S 36 OG EAST' 83.8G FEET; '!'HENCE SOUTH GO DEGREES 03'54" -AST //// , 3o FELT TO TIIE TRUE POINT OF BEGINNING. el BOTH ISLANDS LAVE BEEN ELIMINATED. SEE SHEET C-13 F�0 . : ' R ISI S REV ON 1�Sh _n' ... lip it p�o.�a,vs f 04. 18612 0 • °e fs/OAdhL F��' •• o • �ejr W H MCI ENO W O d E—+ � o 00 Ll) T�► �/ V1 � cm (O PT4 to G cV v W z TO CL z ,O r- F— M Q W cc N O O. 44 a DJ W — 00 0) O w U ' p■.Ij J J J m Q O ova L W U.QH � 1 PROJECT rv0 88-104 �:. ,.. ORAWN BY x PAR ISSUE DATE 11-22-8q LATEST REV SltlN& # L0CATi0N Of 610 SPRItmEw VAQUf # 9 9'h6,y MUST 56 APFt2ovE9 51 96tAf0N �196 96KI PfR 51'OtAttIK f LAH CHECKED FOR COMPLI NCI- IMS1 I,U T6e CM3xfL) A1i0 VALV6 Cat -AM3) Foa. NLL DDc.VA,AT �H LiNE �� � ^ANDaRDS �� 6ONS'fIZUG'f10N OfSPR►NKI..t:12 LIMES FROM DC, -DC, TO 13uIL.D1N65 SHAD, (3E SIiOWN OR `J'PRINVL6R PLAH5 at( ��2 9-�a p 'S Date OVAL Date 6.,*16 4VOUlv iAfjafj 6126116 !✓ 1.LTb t•1 t✓! 1�'D�P7 ; lrt.l a.`��.,SZ- lktL iTY 1✓t.lf�•2 CIVIL ENGINEERING AND IFI N INEERIN C M PLANNING CONSULTANTS co co LO LO LO M cu (1) 0 N Ln N 0 m m Q 3 z 0 z w Q 0 N W Z W Q z Q C 0 J