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HomeMy WebLinkAboutMAP_Topography_Map_170515_v1w�ww2W Q J ¢ri=�z4 z o w w w w > O w w J Q Q J (n d' La J (n d 7 X 29 � 2 SSMH RIM=399.4 ' IE CL CHAN 121 CONC (NU/S)=391. ' CB RIM=398.6 ' IE 8" CMP (SE)=395. ' 1E.12" CMP (W)=392. IE 24$, CONIC (N',(S)=392. ' � I I I • •� I o VAR�ES o FTI �< i \ � \ ASPHALT DRIVE SD SD I I; ti i m U I c X i LO ' N i w VARIES00. - N ' , z CB RIM=398.74' IE 24" CONIC (N/S)=393.9' j PLANTE- �W z 0 j W � 11 `n � NI W � '7O_ I z ( Q M r j TL 322305-9104 M 00 ASPHALT i1 NORTH,LINE OF THE NORTH/ 12"CON 1/4 OF THE, SOUTH 4/10 Q / CB RIM -404 72' �e 14"CON - 12.00' UP ASPHALT CURB WDWALL X 40 P-1 --- CW CW IE 18" CMP (N)=396.8''Q N 16' C,ON 0 �-- o 16 ' C 0 - - - - - ,--Y M B i 12 CON �2 ON Q1 - - 12"CQN_ - , - 14- --- 1 _ - - 12 CCN _- - - C �6'=C0 - 18" 16'' CED X 410.2 Lj -' - X88°57' 8'-E- 290.83'�P _ _ - -- �� - - - X 409.5up 3 - - -- - - -� CONC ? EXT CURB i X 404. 6 ASPHALT POST BASE v° " SIGN 6 x2 I I X 410.7 X 407.57 O 15. 0' i PU ET I 1" HANDRAIL r --G/ G_ f. o U 408.25 / o MAP I / BLDG BLDG i ; 411.1 SD R1�1=405.71' FF=405.5'0 18" FIR o� I I 'NEXT CURB." � ° - X 405. 71 X-'4 0 7, 0 J UP CONC o / zw cD - IQ _ 10 FIR I ` / 1 X 411.4 ASPHALT I o UP -UP o . i ` + I 1 { 1 Av e Xf . ' o 08.69 I 18" FIRTL 322305-9054 M FIR18 10.00' _. ' I i o / 4 0.03 WATER EA§EMENT `� i w' I 18 FIR r I REC. NO. 72506200772 �. \ co o I I X 411.9; � 399.57\ X 400.03X 77 �' h p a o w 400. X 401. �0 X 402 .2 X 40.62 X 404.68 - - X 408.39 &A 18" FIR i a I I 18 FIR 0 CB RIM=399:x1' / / !' 6' CL I cO 99.7 UNABLE TO IbPEN 7 CB RIM 403.48' A PHALT -- z t IE 18" MP (W)=397.0' / X10.15 - - -- - / o / 18 FIR CONC % g/ I4�4 MAP IY IX401.1 / /_ �� ° �° X412.3 20 FIR 6>' SIGN QSY BASE EXT CURB �¢ ° 22» FI 1b X 402.2 / 10 P[NEX 406.3 x 40 �8»-F1Rf � � X40,,9-" X4036 :- X40. x04.9 �� x4 X411.6 o - 0 X410.0 - 22" PfIE , o - �� - 6' CLF ,"p � o o 6o CLF o U - o �`Q4'-2�� o o oo -mo� -=�o� EXT CURB ;ASPHALT - - EXT CURB �-� - o v X 401 -R1402.19 X 403.28 X 404. 0\ CONC ASPHALT CQNC J CLUSTER X 401.71 X 405.36 � 405.94 X 1407.86 \ v 1 1 f 8" SIGN POST BASE j x 401.79 SSMH RIM=399.49' CL CHAN 8" (W) 12" (N/S)=392.2' CB RIM=398.96' IE 8" CMP (NE)=396.7' IE 24" CONC (N)=394.6' TL 322305-9090 ,moo X413.2 8" DEC X 413.2 T V) 60. 0' OR N PA E RE . N . 31: 15. 0' PU ET PO ER RE NO. $40, Cn ♦♦LUA v, Uj SSMH RIM=411.22' IE CL CHAN 8" PVC (N/S)=399.6' CB RIM=410.63' EE ENT IE 12" CONIC (N)=407.7' n,inZ IE 12" CONIC (S)=407.8' 11 h I Q �I CB RIM=411.73' IE 12" CONIC (N)=409.1' IE 12" CONC (S)=409.3' � J Q ENT 0 f i CB RIM=412.35' IE 12" CONC (N)=410.7' o IE 12" CONC (S)=410.9' GRAPHIC SCALE 20 0 20 40 mm ( IN FEET ) 1 inch = 20 ft. RECORD LEGAL DESCRIPTION: LEGAL DESCRIPTION PER FIDELITY NATIONAL TITLE OF WASHINGTON, INC. POLICY No. 20373509-410-MP2, DATED JULY 14, 2016. THE NORTH 1/4 OF THE SOUTH 4/10 OF THAT PORTION OF THE WEST 1/2 OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., LYING SOUTH OF THE NORTH 30 FEET THEREOF: EXCEPT THAT PORTION THEREOF LYING WITHIN 108TH AVENUE SOUTHEAST; AND EXCEPT THAT PORTION, IF ANY, LYING WITHIN THE NORTH 12 FEET OF THE SOUTH 4/10 OF THE WEST 1/2 OF THE WEST 1/2 OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 32 AS CONVEYED IN QUIT CLAIM DEED DESCRIBED UNDER RECORDING NO. 7408160448; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. LEGEND X1 WATER VALVE -b- HYDRANT 1B WATER METER (S @❑ MANHOLES (SS/SD) ❑ CB -0- POWER/UTILITY POLE E- GUY ANCHOR POWER TRANSFORMER ©© POWER/TELEPHONE VAULT K3PM POWER METER ❑ TELEPHONE/TV RISER M GAS VALVE ® JUNCTION BOX �O GAS METER �-- STREET LIGHT ❑❑ LUMINAIRE x SPOT ELEVATION SIGN a MAILBOX CLQ ROCKERY CONIFEROUS TREE DECIDUOUS TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER O• REBAR AND CAP CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES LOT LINES DITCH LINE -► - FLOW LINE w WATER LINE -SS SANITARY SEWER LINE -SD STORM DRAIN LINE G GAS LINE UP- UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES uTV UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OHL OVERHEAD UTILITY LINES - o o o o o- CHAIN LINK FENCE xxx xx- WIRE FENCE ❑ ❑ ❑ WOOD FENCE NOTES: HORIZONTAL DATUM: NAD 83/91 WASHINGTON STATE NORTH ZONE- BASED ON FIELD TIES TO KING COUNTY CONTROL TRAVERSE POINTS # 3810 AND # 3809 VERTICAL DATUM: NAVD 88 KING COUNTY CONTROL TRAVERSE POINTS # 3810 ELEV=401.04' SITE AREA: 39,242 SQFT ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN 2016, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY, UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 REFERENCE DATA: 1. PLAT OF BRISTOW ADDITION VOL. 63, PG. 55. 2. RECORD OF SURVEY AF NO. 8204089004 3. KING COUNTY RIGHT OF WAY PLAN SR515 RENTON VICINITY: S.E. 196TH ST. TO CARR RD. PORTION OF: NW 1/4, NE 1/4, SECTION 32, T. 23 N., R.5 E., W.M. 11255 Kirkland Way, Suite 300 DATE 3/21/2017 PROJECT NO. CAD/CALL JFS Kirkland, WA 98033 SCALE 1"=20' TOPOGRAPHIC SURVEY DRAWN CPB p. 425.827.2014 1 f. 425.827.5043 17816 108TH AVE SE 1737$.10 PSURVEY TEAM GW FOR ............................................. . PLAT CHK JFS Civil Structural (Planning Surv-e- RENTON WASHINGTON y FIELD BOOK & ELEC. BENCHMARK DEVELOPMENT COMPANY SHEET 1 of 1 SYM REVISION DATE BY APP D An Engineering Services Company paceengrs.com DWG FILE -