Loading...
HomeMy WebLinkAboutP_Topography_Plan_181001_v1-0-PTLU / / X 4 5. 0 / 44.6 EDGE X 44.6 ASPHALT A_) 43 X 63.1 IE W. END / J � 4" PVC \ EL = 58.6 X 44.7 44.8 c J TOE SLOPE / / x CLFNC x / TOP] l' , /SLOP `V 44.3 63.0 X 44.5 44.2 / / I O� N X / / = 64.5 �c 62.6 CB /44.1 / HVAC / Q X 64.7 TBM-B GREEN LID X 44.3 O x�F\. VERT. PVC 1 64.8 PIPE 00KSW WALL-\ TOE SLOPE / / / TOP EDGE / SLOPE ASPHALT / 44.1 � /61.6 X 62.2 N VICINITY MAP NOT TO SCALE N 36TH ST N 35TH ST JO / O� O� \� N 34TH ST P� �r 1 N 89°04'29" W 110.00 X 62.8 BAY WINDOW z w z Q Q W Y z Of (if Q m G_ N 30TH ST N 89°04'29" W 92.10' x x ro HOUSE rl� 0 EAVE LINE BAY WINDOW PPU -0- MB X 68.8 WM c - 15.6'- I/ a x 0 A I c /7.q - 69.8 FINISH FLOOR ° = 71.0 COLUMN d� / w I = = c d 100.6 a d �I 0� L ° r X ° n L X ,-f 1° d GA d o R AGE 1 z d ° d d BAY WINDOW °I 1-11 GM � HOUSE GM PM FINISH FLOOR Z A ° = 69.4 Q ° � f a a LL d° d d d a (n 1 \`_ d d 1 d d ° 1 A ° 70.5 20'- - PM G 69.5 - G K 70.5 -"- KSW WALL M V) M I X 68.9 I X 69.9 J W N I 25.0' N TBM-A 71.1 I N EDGE ASPHALT 71.2 U) 4 d • • 10 20 3# mom ASSUMED DATUM CONTOUR INTERVAL = 2' EQUIPMENT & PROCEDURES FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A REFERENCE NETWORK AND A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES. ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE LAST 12 MONTHS. BENCHMARKS ORIGINAL BM: CONCRETE MONUMENT, CITY OF RENTON #1836 ELEV. = 120.03 TBM - A: SET HUB + MAG NAIL. ELEV. = 70.56 TBM - B: SET PAINT ELEV. = 62.97 GENERAL NOTES 1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. 2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. o N 3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF z OUR ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD BE VERIFIED BY A TRAINED ARBORIST. EJB 2'4 73.3 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. I 5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. w z 3 71.7 0 w J a w a EDGE 173.3 ASPHALT I Q j m I PLU I FND: 4"X4" CONC. MON + 1 3/4" BRASS DISK W/PUNCH, -0.6' IN CASE o W L6 Z � Q WIO W FND: 4"X4" CONC. w cn MON +1/8" NAIL W -0.5' IN CASE o CITY OF RENTON #1836 z N: 192137.3027 E: 1300977.6668 EL = 120.03 cn U) V) cn V) N SSMH N34THST LEGAL DESCRIPTION LOT 3, BLOCK 2, C.D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. LEGEND: CB CATCH BASIN EJB ELECTRICAL JUNCTION BOX GM GAS METER IE INVERT ELEVATION KSW KEY STONE WALL MB MAIL BOX PM POWER METER PP POWER POLE PPU POWER POLE W/UNDERGROUND PTLU POWER POLE W/XFMR&LIGHT&UG SGN SIGN SSMH SANITARY SEWER MANHOLE WM WATER METER $ CONCRETE HATCH a° DECK HATCH GRAVEL HATCH OVERHEAD POWER LINE ROCKERY 6-14-18 PARCEL # 3342100020 NW1 /4, SW1 /4, SEC. 32, T. 24 N., R. 5 E., W.M. CITY OF RENTON, WASHINGTON