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Home My WebLink AboutD-382429ch U) IL IL n i ® AREA DRAIN ABAN/RET ABANDONED/RETIRED ASPHALT (ASPH) SLOP BOLLARD >sT BRICK SURFACE BUILDING LINE CONCRETE SURFACE GONG CONCRETE CW/BW CONCRETE/BRICK WALK CRW/BRW CONCRETE/BRICK RETAINING WALL CP/IP CONCRETE/IRON PIPE 9TON AVE S 4RCEL 40-0090 D NTON AVE S ARCEL 40-0444 ASPHALT CHAIN LINK FENCE (CLF) COL COLUMN IY1 MONUMENT LINE CS/WS CONCRETE/WOOD STAIRS CON CONIFEROUS TREE DEC DECIDUOUS TREE CMP CORRUGATED METAL PIPE DEACT DEACTIVATED DWY DRIVEWAY ECd ELECTRICAL CONDUIT ►!4 FOUND SURVEY MONUMENT (AS NOTED) C( FIRE HYDRANT GB GRADE BREAK FOUND PK NAR 333 RENTON AVE S PARCEL: 722140-0090 iaU Wt o SEC L\GA ^oa° DRIVE h RGE i GAS VALVE NW POLYETHYLENE ( s P.S. i t fw RGE ) 1055 SOUTH GRADY WAY IRON FENCE (WIF) - PIPE FLOW DIRECTION IE INVERT ELEVATION PS/PSS a IF IRON PIPE PSD STORM DRAIN v C LIGHT POLE (WOOD) CUT PRIVATE CATCH BASIN 0 I (R) RECORD DATA LSCAPE LANDSCAPE/PLANTER (LSC) z ----------- '�,-- --- - EAVE n O O SANITARY SEWER/STORM DRAIN i • i BOX 97034 iTHEREFORE,BRH DOES : f . i FOR 1ELLEVUE. WA 98009-9734 THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES '425) 454-6363 MICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ROCKERY ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. PRIVATE MAILBOX ? LINK 336 RENTON AVE S MPE MEDIUM DENSITY POLYETHYLENE PARCEL RAIL ROAD TIE WALL „ 722140-0445 SW SERVICE DRAIN (STORM) • ,- SEC 17, TWIP 23N, RGE i GAS VALVE NW POLYETHYLENE GUY OF P.S. i TWP 23N, RGE i 1055 SOUTH GRADY WAY SD SERVICE DRAIN (STORM) LEGEND STEEL WRAPPED G GAS MAIN OHP/OHT OVERHEAD POWER/TELEPHONE CD GAS VALVE PE POLYETHYLENE GUY GUY WIRE P.S. PARKING SPACE(S) } GUY ANCHOR (P) PAINTED UTILITY LOCATION 1055 SOUTH GRADY WAY IRON FENCE (WIF) - PIPE FLOW DIRECTION IE INVERT ELEVATION PS/PSS COMBINED/SANTIARY SEWER IF IRON PIPE PSD STORM DRAIN v C LIGHT POLE (WOOD) CUT PRIVATE CATCH BASIN 0 LIGHT POLE (DECORATIVE) (R) RECORD DATA LSCAPE LANDSCAPE/PLANTER (LSC) ,IATURAL GAS: LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT GRAVEL SURFACE O O SANITARY SEWER/STORM DRAIN MANHOLE • i BOX 97034 iTHEREFORE,BRH DOES : f . i FOR 1ELLEVUE. WA 98009-9734 THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES '425) 454-6363 MICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS ROCKERY ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. PRIVATE MAILBOX PRIVATE PROPERTY . LINK MARGINSCENTURY OF OF i M ON Y.., OF MPE MEDIUM DENSITY POLYETHYLENE RRW RAIL ROAD TIE WALL SD SERVICE DRAIN (STORM) STW STEEL WRAPPED CO CLEANOUT SSS SANITARY SIDE SEWER a SIGN/STREET NAME SIGN PROVIDERS: TEMPORARY BENCHMARK (TBD) TCd TELEPHONE CONDUIT (BURIED) TV TELEPHONE VAULT TW TOP of WATER VALVE TS TELEPHONE SENTRY 1055 SOUTH GRADY WAY TRAFFIC FLOW DIRECTION TOP TOP of BANK O UP UTILITY POLE (WOOD) BENCHMARK "N" TOP CENTER BOLT OF FIRE HYDRANT ON THE WEST SIDE 329 RENTON AVE S OF RENTON AVE S IN FRONT PARCEL: OF 329 RENTON AVE S 319 RENTON AVE S 315 RENTON AVE S 311 RENTON AVE S 722140-0080 ELEVATION 17030' 321 RENTON AVE S ro PARCEL PARCEL PARCEL e WATER VALVE a' 7221.40 0050 Re 722140-0045 A 722140-0055 RIM=16750 PARCEL , 0 722140-0056 o- n SSMH TW=166 WATER VALVE qry rG ,+.' P 66.20 RIM=170.21 RIM=16718 h6 h. u? ( 'K 67.74 W e (8"PVOCCN & S) GRASS TW i65t38 >sss ` Gry e GRASS p `J. r '141 a o° 6 ey_ cn >ss oe ?` ho- ° } "T\'i�- D NO VE (2 W CNC 1.,,, Mb ,PARK11V6 JF 1 YSC 6/ ORItE FC`dy LSC THIS sift :DRI "iv �` °'s a0. n5 � "• D6 �E � �^ GR SS Ct •� a9 ?05 W9a o >s a o i 715, CW4 M i e'. 15 D';WY s SC y P : � b : 9'DWY a°' WM 1N �9 DWsi'At 5 CV✓p ,� a ,�� A1 1t : 3�t'3 QTY a M,- ,«.w �,z.��,, ,, C t tTE 15�� c �j1'. nr � �.. � s i fl V✓� i '7 �a, P s "ASPH LT Y ®t P " _ v* " z S PVC IE 135X95 u' .. „.r.�,i.,.J F'i d IE< 12fl 77 0 501'25 zz'iv 9z .zs' ;tx'1 x ^6 s� : a ',,P, IE 1doSI fit. e M a �^� n 152 3 � 68 A ' P SIA ALT` � > a n 950161 2^ IE 1 4 792: IE RA OR� „y. s 6Tw H ,UP T' �'� i m`- t, -.t ,t -?e+, --J. t �; ,ti r '�,,, T, 1 z L =✓ i x e } a"a ^'SYS tirr .:y xw..^a,.. ..,..." 8 STOW HP G P 3 Y Y n- 2 .0 K �. .�. 8 Sim HR G " wy y° e Ys SCW s Y> 3 as t StCW> a 12t Y3' >611 ,WY,t s. of ...d..: ss,ti i�v bt 5'CWt59^ ti rt;S`.a ass vWM -v,,:^..,.I5CW s� �s cr a4 '�,`S, , ,e, pRIYA: 3aos '" �^,.x,v x. ,t V, , ` y° d \ LSCA > 6, DRYtl€€`.., LSCAPE o •;, a- +.:.+, tRc..4,' Js ~7.;.. 4 22 60' 6 b 6t.,,..`,°J ea >",. YIELD TO UPHILL ^� e CONC ss ss 5t =%. s I ^R'�� s CONC TRAFFIC a^ DRIVE x>ss 'sa SDMH ao2oa �lV saDRIVE�p GRASS 'e RIM 140.43 i "NO PARKING IE=134.68 8"ADS E GRASS NORTH of HERE.' ( ) a INLET IE=136.0312"CMP N ( ) RIM -14D.32 rz" BOT=134.68 E=137.87(8"ADS W) U, GRASS BOT -137.77 ------- EAVE ------------ ,330 ---- 330 RENTON AVE S PARCEL: 326 RENTON AVE S 318 RENTON AVE S 722140-0447 3 9 iiT i. f.:.L ,, yy• POSITIONS i' COORDINATES ARE BASED ON DATA POINT ,ENT418, BRASS PIN SET IN TOP OF .INTERSECTIONOF • RENTON NORTH: ii EAST. 1302310.3249 QW 7TH STREET AND JONES VOITTV: 175877.1700 EAST -43113337.47011 - IIS ARE BASED Or 01 CORTROL POIRT AIABER RENT418. BRASS PIN SET IN TOP OF i INTERSEC11ON OF RENTON ELEVATION i ELEVATIONS D BY CITY OF RENTON CONTROL POINT PLUG IN CONCRETE i i BELOW GRADE. AT THE INTERSECTION OF • AND PUGET DRIVE ELEVATION • r CIVIL ENGINEERS & LAND SURVEYORS fi• MINORf. SEATTLE, Washingtori 1-800-935-0508 BRH ft. .. 722140-0446PARCEL ff, 722140-0455 W Y f f WM WATER METER W WATER VALVE (V) CITY OF RENTON SEWER VIDEOS PROVIDERS: SANITARY SIDE Al IS .. CALCULATED OR SCALED FROM VARYING SEWERS,SIDE gANITAY SEWERS, STORM DRAINAGE, WATER _i SOURCES OF RECORD INFORMATION. DIRECT MEASUREMENTS AT CONTROL CITY i•RENTON MANHOLESUTILIZED. THE RECORDS1 FOR EACH OCCURRENCE 1EVELOPMENT SERVICES ARE IDENTIFIED. BRH DOES i OF i OF 1055 SOUTH GRADY WAY SUCH RECORDS OR THE RESULTING LINES SHOWN HEREON. T�ENTON, WA 98055 REBAR AND CAP 430-7200 BURIED iWN AS INDICATED Oi`Y D � •i ii Y i •i • i IN THE POSSIBLE ' • SOUND FIELD.ERGY i LIABILITY YR THE . Y i RECORDS. ACCURACY 355 110TH AVENUE NE FOR THE FINAL LOCATIONOF ':fi •\... f f Y' Y00 AT THE NORTHWEST '888) 225-5773 TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: B.HYDRANT BENCHMARKHYDRANT RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND/OR FIBER OPTIC ,IATURAL GAS: LINES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT SOUND i i EACH OF THE MANY COMPANIES,COURSEi... THIS 10885 ISE 4TH STREET, SUITE 1200 SURVEY, MICH COULD HAVE UNDERGROUND LINES WITHIN ADJACENT • i BOX 97034 iTHEREFORE,BRH DOES : f . i FOR 1ELLEVUE. WA 98009-9734 THE EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS/FIBER OPTIC LINES '425) 454-6363 MICH ARE NOT MADE PUBLIC RECORD WITH THE LOCAL JURISDICTION. AS '888) 225-5773 ALWAYS, CALL 1-800-424-5555 BEFORE CONSTRUCTION. TELEPHONE: PRIVATE PROPERTY . LINK MARGINSCENTURY OF OF i M ON Y.., OF 7TH AVENUE RECORD AND FIELD TIES OF EXISTING MONUMENTS (IF ANY). INTERIOR LOT ':(i SHOWN,1600 t iCOUNTY SHOWN•:- ILLUSTRATIVE PURPOSESONLY, • ARE NOTJ•E• TO RIM i R MANHOLEBENCHMARK IDENTIFYON `a •POSITIONS OF PRIVATE PROPERTY RIGHTS. WV WATER VAULT W WATER MAIN WM WATER METER W WATER VALVE (V) CITY OF RENTON SEWER VIDEOS VCP VITRIFIED CLAY PIPE Al IS WOO FENCE (WF) CED CEDAR TREE HOLLY HOLLY TREE PINE PINE TREE * PK NAIL * REBAR AND CAP INLET RIM -134.23 IE=133.33(3"PVC W) IE=131.93(8"CMP E) BOT -131.13 WATER VALVE 97N-�VICINITY MAP_ NND SCALE NO MONUMENT FOUND CALCULATED POSITION t N:177373.65fi5 � E: 1302004.6005 NO MONUMENT FOUND ® CALCULATED POSITION N: 1779720986 E: 1302025.3985 I I I I f !Ij o I I m IM f � I m I m a a RIM=132.34 BENc HMARK "0" I ^a. TW=130.69 TOP/SOUTHEASTERLY BOLT FOR I METAL RAILING ON WEST SIDE OF XP RENTON AVE S ACROSS FROM 310 I RENTON AVE S j ELEVATION=132.57' o- WATER VALVE - - TW - RIM 130,5 9 130.59 NO MONUMENT FOUND RENTON AVE S CALCULATED POSITION I N: 1779629352 ,,....., ,,.......... DHED �,....".,,.......a................................... E 7 30236 s D 55 SDMH (DEDICATED PUBLIC RIGHT -OF WAY) ,I^TIa/ I t aP RIM=1342.30 J ^q'a SSMH IE=1300(12"ADS S) SDMH 'asa S CW as IE=130.60(8"CMP E) RIM=121.72 RIM 104.69 _ _IE 1130.10 "CMP W� COC -104.54 - - IE=111.87(12"CMP S) (12 128 Nw & s .,-IE=128.3D 12'CMP OR - - ._ ) t Ix LSCAPE », BOT -126.50 (NO OTHER PIPES - - - OBSERVED - STRUCTURE FILLED WITH WATER) INLET RIM -134.81 BENCHMARK 'K" E=13211(8"CMP w) BENCHMARK 'S" BOT -131.56 TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST TOP CENTER BOLT OF FIRE END OF JONES AVE S HYDRANT AT THE SOUTHEAST ELEVATION=395.56' CORNER OF S 7TH ST AND CEDAR AVE S ELEVA-nOh 42.03` BENCHMARK 'N" 310 RENTON AVE S TOP CENTER BOLT OF FIRE PARCEL HYDRANT ON THE WEST SIDE OF BENCHMARK 'T' 722140-0460 RENTON AVE S IN FRONT OF 329 TOP CENTER BOLT OF FIRE RENTON AVE S HYDRANT AT THE EAST SIDE AT ELEVATION®170.30° THE SOUTH END OF CEDAR AVE S ELEVATION=231.54° �. .. • CITY O ®s WATER MAIN REPLACEMENT PROJECT RENTON RENTON ®....Plannin r r Dept. RENTON,i . BENCHMARK s .f_ BENCHMARKS = TOP/SOUTHEASTERLY BOLT FOR BENCHMARK MP BOLT OF FIRE METAL RAILING ON WEST SIDE OF SOUTHWESTERLY BASE BOLT 0 BENCHMARK "A" HYDRANTNORTHERLY FUTHEAST CORNER RENTON`i `i :: CONIC•• LE AT THE TOP CENTER BOLT OF A• OF S WTH ST AND HIGH AVE S 310 RENTON AVE S EASTERLY 1 OF HYDRANT .. i CEDAR CORNEROF i • GRANT AVE S BENCHMARK "F' BENCHMARKi' • i' :• f CENTER BOLT OF AT THE NORTHWEST � T THE SOUTHEAST BENCHMARKi` B.HYDRANT BENCHMARKHYDRANT CORNER OF S 9TH AVE AND CORNER • •.D CENTER BOLT OF ... NORTHERLY TOP BOLT OF FIRE GRANT AVE S 10TH ST HYDRANT AT THE EASTERLY SI HYDRANT AT THE SOUTHEAST ELEVA110I ELEVATION=332.99' OF S 5TH ST AND CEDAR AVE CORNER OF ! O HIGH AVE S • .. �SOUTHERLYMOST i BENCHMARK.O.TH :i B RIM i R MANHOLEBENCHMARK BENCHMARK NORTHERLYi1' BOLT OF NORTHEASTOR NER OF S 9TH RENTON AVE S AND S 10TH ST HYDRANT AT THE EASTERLY Sil FIRE HYDRANT AT THE AVE AND RENTON AVE S ELEVA110N=289.40' OF S 4TH ST AND CEDAR AVE SOUTHWEST CORNER OF S ELEVAllOI +., f 7TH ST AND • ELEVATION=375.30' BENCHMARK "Do BENCHMARK "J" TOP CENTER BOLT OF FIRE NORTHERLY TOP BOLT OF TOP CENTER BOLT OF FIRE HYDRANT AT THE SOUTHEAST FIRE HYDRANT f' O 1• O . F i NORTHWEST O ` OF HIGH AVE S BEACON , •tr aVf JONES iI i •. i i �. .. • CITY O ®s WATER MAIN REPLACEMENT PROJECT RENTON RENTON ®....Plannin r r Dept. RENTON,i .