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HomeMy WebLinkAboutR-391002O W w r k' A=94 55'31" R=185.00'- L=306.50' Found Brass Mon. W/Punch In Conc. in Case 7-16-05 ,&=15'51932" R=200.62== L=55.53' Found Brass Mon. W/Punch- In Conc. in Case 7-16-05 Found Brass - Mon. W/"X" In Conc. in Case 7-16-05 EXISTING STORM STRUCTURES IN GRANT AVENUE C8-1 SDMH-1 TYPE-2, SOLID LID RIM = 293.7 RIM = 294.5 12" CMP S = 290.5 12" CMP N = 290.0 8" CPM W = 290.8 12" CMP NE = 289.9 15" CMP W = 286.6 C13-2 12" CMP SW = 287.1 RIM = 293.9 8" CMP E = 291.3 CB-3 RIM = 307.5 8" CMP = 305.3 CB-4 RIM = 307.4 12" CMP W = 303.2 12" CMP E = 303.2 CB-5 RIM = 309.6 8" CMP E = 307.5 8" CMP W = 307.5 SDMH-2 TYPE-2, SOLID LID RIM = 313.9 36" CMP N = 304.4 12" CMP SE = 308.5 SDMH-3 TYPE-2, SOLID LID RIM = 313.9 36" CMP S = 304.4 12" CMP SW = 304.4 SDMH-4 TYPE-2, SOLID LID RIM = 307.9 8" CMP SW = 303.45 12" CMP NE = 303.1 12" CMP NW = 302.9 EXISTING SEWER STRUCTURES NEAR GRANT AVENUE SSMH-2 TYPE-2, SOLID LID RIM = 315.6 8" CONC IN N 8" CONC IN E 8" CONC OUT SW CTR CHANNEL = 303.4 ( I i i PORTIO OF AROE�L 2023t 5-9013 X31 :9 322.E v� _ - X s 8sros'24• w � X -_ 635.40'77, r '3 { X 33 e X �5.5 z FLOOR 318,2' STAIRS , v "x is TOM �� Ky #26 z / r ¢{ i a i �­ X3104 w` ��"'\ }�t Y 3 211, 3 � � � + f � �s�iz', � x" A 1 ff ................ I r r ) ........................... ......... j t ri � }1 f vm 31 ( Rom' g r '.,.. _ <. - � S 89tpp 24 W g _7\ -� PARCEL 3260600000 Xl M HERITAGE VILLAGE ONDOMI� UM " l LEGAL RIP 10 TREE TABLE \ # TYPE SIZE DRIPLINE Q SDMH- 1 ALDER 18"&16" 75' 2 18"&14" 70' 3 " " 16"&1 D" 50' ^y. 4 CEDAR 40"&36" 55' / 5 CHERRY 16"&14" 40' 6 ALDER 12", 800, 6" 50' 7 " 18", 16" 10" 65' 8 DECIDUOUS 10", 3 X 6" 20' ,\ f 9 MAPLE 16". 12" 10". 10". 14,. 30 j 10 MAPLE 10" 30' 3# / 11 LOCUST 2X14 , 2X12 , 6X10 , 3X8" , 6" 100 12 ALDER 12" 35' / 13 " 12" 30' 14 " " 12" 30' 15 " 12" 25' 16 to to 127 30' 17 MAPLE 12" 45' 18 .. .. if' wp 19 " 12" 40' / j B-5 ( 20 ALDER 13" 35' i 21 " " 13" 25' 22 " " 14" 40' 23 " •' 14" 40' 24 " 14" 25' f 25 " " 14" 30, / 26 " It 14" 30' r 27 " 14' 30' CURVE 28 to to 14' 30' 29 to14" 20' �=51'49'25• to / R=125.00' 30 MAPLE 14" 55' 32 ALDER 15" 30' L=113. T=60.73 33 CHERRY 15" 50' 34 ALDER 16" 40' 35 to to 16" 35' 36 " 18" 45' 37 to 18" 45' 38 to 20" 45' 39 to to 20" 50' ,40 .. .. 22.. w, 41 to to 22" 35• 42 FIR 22" 36 43 ALDER 24" 45' 44 Is 24" 50' 45 " 24" 50' 46 " 24" 40' *TREE IS DYING* 47 FIR 24' 35' 48 " 24" 35' 49 CEDAR 26" 50' 50 ALDER 34" 50' 51 ASH 36" 75' 52 CEDAR 36" 50, 53 CHERRY 36" 60' AN UNDMDED ON -HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SEC11ON 20, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EAST LINE OF SAID SUBDIVISION AT A POINT WHICH IS SOUTH 00'08'49" WEST 475.79 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE NORTH 00'08'49" EAST 158.00 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 654.50 FEET; THENCE SOUTH 26'18'57" EAST TO THE INTERSECTION WITH A LINE EXTENDING WESTERLY THROUGH THE SAID POINT OF BEGINNING AND PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION; THENCE EAST ALONG SAID EXTENDED LINE TO THE POINT OF BEGINNING; EXCEPTION THEREFROM A STRPI OF LAND 30 FEET WIDE, PARALLEL WITH AND ADJOINING THE WESTERLY LINE OF SAID TRACT, FOR ROAD PURPOSES; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TAX PARCEL # 2023059052 MERIDIAN ASSUMED DATUM NAVD 88 CONTOUR INTERVAL = 2' EQUIPMENT & PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. BENCHMARKS ORIGINAL BM: FOUND BRASS DISK IN CONCRETE IN THE INTERSEC1ON OF S 18TH ST AND GRAND AVE S. WGS POINT DESIGNATION : RENTI87. ELEV. = 317.57 TBM - A. SET MAG NAIL IN SEAM 2' WEST OF TOP BACK CURB ON WEST SIDEWALK OF GRANT AVE S. ELEV. = 309.81 TBM - B: SET HUB + MAG NAIL 20' +/- E OF SE CORNER OF HOUSE ELEV. = 318.93 'rr n ® now . I ( ( ( ( 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. 3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF 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. 4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY. 5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY. t 'Aa '4R CITY OF ML RENTON Planning/Building/Public Works Dept. m 30 0 10 20 30 60 GRAPHIC SCALE SCALE: l'-30' SURVEYOR: 11M GRIFFIN TYEE SURVEYORS 10007 GREENWOOD AVE. N SEATTLE, WA 98133 PHONE: (206) 525-3660 1wkyll-lelwaRimim ❑ CATCH BASIN -0- POWER POLE(AS NOTED) mmoo©oo ROCKERY ® STORM DRAIN MANHOLE TELEPHONE RISER ® WATER METER DQ WATER VALVE CONIFER(AS NOTED) 0 DECIDUOUS(AS NOTED) X FENCE LINE AS NOTED R-391002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS GRANT PLACE TOWNHOMES EXISTING CONDITIONS 00 00 O 1 LO Q J