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HomeMy WebLinkAboutAxis Langston Boundary and topo surveyMONUMENT DESCRIPTION TABLE NUMBER DESCRIPTION W/GND, 0.05'N. x 0.69'E. FND PUNCH MARK ON 2" BRASS DISK IN 4"x4" 1 GONG MON IN CASE, ON. 0.4' 15 (3/16/2016) FND 1/2" REBAR AND CAP, FND TK IN 3"x3" CONC MON IN CASE, ON. 7 0.45' 2 CITY OF RENTON CONTROL #2589 (3/21/2016) (3/16/2016) 17 FND TK IN LEAD IN 3"x3" GONG MON IN CASE, 3 DN. 0.55' W/GND, 0.37'N. x 0.85'E. (3/29/2016) 18 FND TK IN 1" LEAD PATCH IN 4"x4" GONG MON 27 IN CASE, DN. 0.6' 4 CITY OF RENTON CONTROL #1052 9 (3/16/2016) 28 FND REBAR, 0.45'N. x 1.66'W. 5 (3/16/2016) BASIS OF BEARINGS HELD NORTH 72'00'16" WEST ALONG THE MONUMENTED LINE BETWEEN MONUMENTS #11 AND #12. DATUM HORIZONTAL DATUM: NAD 1983/91 (CITY OF RENTON) VERTICAL DATUM: CITY OF RENTON (NAVD 88') ORIGINATING BENCHMARK - CONTROL POINT #1853, FND TK IN LEAD IN 3"x3" GONG MON IN CASE, ON. 0.55' ® INTERSECTION OF SW LANGSTON RD AND THOMAS AVE SW ELEVATION: 231.94' TEMPORARY BENCHMARK: TBM 'A' SET R/R SPIKE IN SOUTH FACE POWER POLE WITH TRANSFORMER LOCATED ON THE SOUTHERLY OF S.W. LANGSTON RD., IN FRONT OF HOUSE #312. ELEVATION: 124.48' TBM 'B' SET SCRIBED 'X' ON WESTERLY BONNET BOLT OF A FIRE HYDRANT LOCATED ON NORTHERLY SIDE OF S.W. LANGSTON RD. EAST OF THE INTERSECTION OF S.W. LANGSTON RD & LIND AVE SW. ELEVATION: 101.45' LEGAL DESCRIPTION LOTS 8, 9, 10, 21, 22, 23, 24 AND 25, TOWN AND COUNTRY CLUB BUNGALOW SITES, ACCORDING TO THE PLAT THEREOF RECORED IN VOLUME 19 OF PLATS, PAGE 21, RECORDS OF KING COUNTY, WASHINGTON; TOGEHTER WITH VACATED ALLEY LYING BETWEEN LOTS 23 AND 24; ALSO TOGETHER WITH WEST HALF OF VACATED ALLEY ADJOINING LOT 8 ON THE EAST; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LOTS 11, 12, 13 AND THE EAST HALF OF LOT 14, AND LOTS 18, 19 AND 20, TOWN AND COUNTRY CLUB BUNGALOW SITES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 19 OF PLATS, PAGE 21, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 10 FEET OF LOTS 16 AND 17 OF SAID PLAT; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. REFERENCES P1 - PLAT OF TOWN AND COUNTRY BUNGALOW SITES, RECORDED JULY 25TH, 1910 IN VOL. 19 OF PLATS, PAGE 21 RECORDS OF KING COUNTY, WA. P2 - PLAT OF EARLINGTON, RECORDED IN VOL. 14, PAGE 7 RECORDS OF KING COUNTY, WA. Rt - SUBDIVISION OF TRACT "A"-EARLINGTON BY PARKER & HILL ENGINEERS, DATED MAY 17TH, 1938 - FILE 1394, RECORDS OF WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE. R2 - RECORD OF SURVEY BY HORTON DENNIS & ASSOCIATES, INC., A RE-RECORDING OF SURVEY UNDER A.F.#20000208900002 AS RECORDED JUNE 3RD, 2002 UNDER RECORDING NUMBER 20020603900004 RECORDS OF KING COUNTY, WA. NOTES UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.) AND AS -BUILT INFORMATION PROVIDED BY THE UTILITY PURVEYORS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES, STRUCTURES, PAVING, GRAVELED SURFACES, ETC.) MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES AS SHOWN ON THIS DRAWING, THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. WHERE DISCREPANCIES EXIST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL BOUNDARY DISPUTES. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT, MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. LEGAL DESCRIPTIONS AND EASEMENTS SHOWN PER RAINIER TITLE REPORT ORDER NO.S 687405RT AND 688102RT DATED AUGUST 6TH AND 17TH, AT 8:00 A.M. REV# I DESCRIPTION OF REVISION DATE / FND 1/2" REBAR AND CAP, LS#16916, FLUSH 6 W/GND, 0.05'N. x 0.69'E. (3/21/2016) 23 (3/28/2016) 15 (3/21/2016) FND 1/2" REBAR AND CAP, LS#16916, FLUSH 7 W/GND, 0.20'N. x 0.67'E. 33 (3/21/2016) (3/21/2016) FND 1/2" REBAR AND SMASHED CAP, DN. 0.2', 17 FND 1/2" REBAR AND CAP, LS#16916, FLUSH 8 W/GND, 0.37'N. x 0.85'E. FND 1/2" REBAR (W/SMASHED CAP), 0.10'N. x 18 (3/21/2016) 27 (3/25/2016) FND 1/2" REBAR (NO CAP), FLUSH W/GND, 9 0.54'N. x 0.86'E 28 (3/25/2016) (3/21/2016) FND 1/2" REBAR, 0.08'S. x 1.13'E. 20 FND 1-I.P. (DISTURBED), DN. 1.3', 1.08'S. x 10 0.30'E. (3/28/2016) (3/17/2016) ELEV=231.94' FND 1"I.P., ON. 1.3', 0.05'N. x 0.14'W. 11 (3/17/2016) FND TK IN LEAD IN 3"x3" GONG MON IN CASE, FND 1-I.P., DN. 1.4', (HELD FOR POSITION) 12 (3/17/2016) (3/16/2016) FND.1-1/2"I.P., FLUSH W/GND, 0.26'N. x 13 BRASS DISK IN 4"x4" GONG MON IN CASE, ON. 0.6' (3/22/2016) CITY OF RENTON BASIS OF BEARINGS HELD NORTH 72'00'16" WEST ALONG THE MONUMENTED LINE BETWEEN MONUMENTS #11 AND #12. DATUM HORIZONTAL DATUM: NAD 1983/91 (CITY OF RENTON) VERTICAL DATUM: CITY OF RENTON (NAVD 88') ORIGINATING BENCHMARK - CONTROL POINT #1853, FND TK IN LEAD IN 3"x3" GONG MON IN CASE, ON. 0.55' ® INTERSECTION OF SW LANGSTON RD AND THOMAS AVE SW ELEVATION: 231.94' TEMPORARY BENCHMARK: TBM 'A' SET R/R SPIKE IN SOUTH FACE POWER POLE WITH TRANSFORMER LOCATED ON THE SOUTHERLY OF S.W. LANGSTON RD., IN FRONT OF HOUSE #312. ELEVATION: 124.48' TBM 'B' SET SCRIBED 'X' ON WESTERLY BONNET BOLT OF A FIRE HYDRANT LOCATED ON NORTHERLY SIDE OF S.W. LANGSTON RD. EAST OF THE INTERSECTION OF S.W. LANGSTON RD & LIND AVE SW. ELEVATION: 101.45' LEGAL DESCRIPTION LOTS 8, 9, 10, 21, 22, 23, 24 AND 25, TOWN AND COUNTRY CLUB BUNGALOW SITES, ACCORDING TO THE PLAT THEREOF RECORED IN VOLUME 19 OF PLATS, PAGE 21, RECORDS OF KING COUNTY, WASHINGTON; TOGEHTER WITH VACATED ALLEY LYING BETWEEN LOTS 23 AND 24; ALSO TOGETHER WITH WEST HALF OF VACATED ALLEY ADJOINING LOT 8 ON THE EAST; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LOTS 11, 12, 13 AND THE EAST HALF OF LOT 14, AND LOTS 18, 19 AND 20, TOWN AND COUNTRY CLUB BUNGALOW SITES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 19 OF PLATS, PAGE 21, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 10 FEET OF LOTS 16 AND 17 OF SAID PLAT; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. REFERENCES P1 - PLAT OF TOWN AND COUNTRY BUNGALOW SITES, RECORDED JULY 25TH, 1910 IN VOL. 19 OF PLATS, PAGE 21 RECORDS OF KING COUNTY, WA. P2 - PLAT OF EARLINGTON, RECORDED IN VOL. 14, PAGE 7 RECORDS OF KING COUNTY, WA. Rt - SUBDIVISION OF TRACT "A"-EARLINGTON BY PARKER & HILL ENGINEERS, DATED MAY 17TH, 1938 - FILE 1394, RECORDS OF WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE. R2 - RECORD OF SURVEY BY HORTON DENNIS & ASSOCIATES, INC., A RE-RECORDING OF SURVEY UNDER A.F.#20000208900002 AS RECORDED JUNE 3RD, 2002 UNDER RECORDING NUMBER 20020603900004 RECORDS OF KING COUNTY, WA. NOTES UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.) AND AS -BUILT INFORMATION PROVIDED BY THE UTILITY PURVEYORS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES, STRUCTURES, PAVING, GRAVELED SURFACES, ETC.) MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES AS SHOWN ON THIS DRAWING, THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. WHERE DISCREPANCIES EXIST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL BOUNDARY DISPUTES. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT, MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. LEGAL DESCRIPTIONS AND EASEMENTS SHOWN PER RAINIER TITLE REPORT ORDER NO.S 687405RT AND 688102RT DATED AUGUST 6TH AND 17TH, AT 8:00 A.M. REV# I DESCRIPTION OF REVISION DATE / 2 6. p4 3 SET TBM 'A' 7.92 � \ ELEV.=124.48' '3007 � 45 g9, \ 37 82, 2s o0.l 5000, 5 1 2S 6 op \ ^ 4.4 20 18 18 1� /`772 / 19 20 24 S0 0 p.,01 25 26 N� 28 27 FND 1'1.P. W/WOOD PLUG & TK, FLUSH W/GND, 14 0.47'N. x 0.22'W. (3/22/2016) (3/21/2016) 23 FND 2"I.P., DN. 0.2', 0.50'N. x 0.08'E. 15 (3/21/2016) 24 FND 1-1/4"I.P., UP 1.3' (W/0.2' LEAN TO S)., 16 0.02'N. x 1.11'W. 33 (3/21/2016) 25 FND 1/2" REBAR AND SMASHED CAP, DN. 0.2', 17 0.17'N. x 1.24'E. 34 (3/25/2016) 26 FND 1/2" REBAR (W/SMASHED CAP), 0.10'N. x 18 1.12'E 27 (3/25/2016) FND 1/2" REBAR AND CAP WSI LS#16916, UP 19 0.1', 0.10'N. x 1.05'E. 28 (3/25/2016) FND 1/2" REBAR, 0.08'S. x 1.13'E. 20 (3/25/2016) N 178824.04 FND 1/2" REBAR IN CONIC, 0.20'S. x 1.40'E. 21 (3/28/2016) 2 6. p4 3 SET TBM 'A' 7.92 � \ ELEV.=124.48' '3007 � 45 g9, \ 37 82, 2s o0.l 5000, 5 1 2S 6 op \ ^ 4.4 20 18 18 1� /`772 / 19 20 24 S0 0 p.,01 25 26 N� 28 27 FND 1-1/4"I.P., DN. 0.1' 0.92'N. x 1.09'W. 22 (3/25/2016) (3/22/2016) FND 1/2" REBAR, 0.17'S. x 1.41'E. 23 (3/25/2016) 0.7', 0.17'N. x 0.31'E. FND 1/2" REBAR AND CAP WSI LS#16916, UP 24 0.4', 0.08'S. x 1.51'E. (3/25/2016) 33 FND 1/2" REBAR AND CAP WSI LS#16916, UP 25 0.4', 0.10'N. x 1.55'E. FND 1/2" REBAR (3/25/2016) 34 FND 3/4"I.P., UP 0.2', 1.25'N. x 0.64'W. 26 (3/25/2016) FND MON IN CASE FND 1/2" REBAR AND CAP WSI LS#16916, UP 27 0.4', 0.25'N. x 1.26'E. (3/25/2016) IN 3"x3" CONC MON IN CASE, FND 1 1/4"I.P., DN. 1.8', 0.08'N. x 0.17'W. 28 (3/25/2016) FND 3/4"I.P., UP 0.1', 0.05'N. x 0.11'W. 29 (3/22/2016) N 178824.04 FND 1-I.P., ON. 0.3', 0.39'N. x 0.19'E. 30 (3/22/2016) 2 6. p4 3 SET TBM 'A' 7.92 � \ ELEV.=124.48' '3007 � 45 g9, \ 37 82, 2s o0.l 5000, 5 1 2S 6 op \ ^ 4.4 20 18 18 1� /`772 / 19 20 24 S0 0 p.,01 25 26 N� 28 27 35 SET TBM 'B' \\ ELEV.=101.45' N72• .�o. 8 4g ss�0 �6"W 630.15 roo'';2,gs• \� >S 6 Sp 00, N 10 4999, ip 8 v 49.99' \ \ SwL 9 Og •op, 11 op N�20433" GS / SO. N. S2 9s' \ 0 00 33»W 908.1 � ON j�j� �,� 1 1 Op, \ \ 876'b � S 9� eA 37 �\ 36 �73� SyV \( /\ S IAA, '/\ •� \�� l�l\w 7234.38S20Nj2D "23 x036) O >2 pi4 T� X906 76� o � \ �� 0 \ d \ 1 L Z / / ^ s \ /CONTROL DIAGRAM 50 p0 10 N 12 49 SCALE 1"=400' S 0p / N 8 9 4g \\ 3 00 6 • V not 99 \ \ 8 akl 4tielr fD Sp•Op, MN 49.9\ \ 00 16 � h 50•00, -4g sg \ 7376 aW 036 14 �.� � 5 0 � 4999'1. 1 409 opo, 2 / S0 °p rn \ \ 4 O6 21 SD� 2 15 \ 13 row / 2 6' VACA 23 o \ D'2 29 24w d 50 �g o 0. 06 406 Oo �\ 25 P5 30 So.0 rn / \ 4j 2 31 \ Q24 2 277 / 8\ 0 8 / \Q0 g°p, 32 \ 06 o M / o / 33_00 rn/ \ / / !�� M. \ S0\ 00, / GRAPHIC SCALE f 50' 25' 0 50' 100' 1"=50' TOPOGRAPHIC BOUNDARY SURVEY FOR MARK SHARK vs p�0 a000 is GRAPHIC SCALE o 200' 400' 1" = 400' NW 1/4 SW 1/4, AND NE 1/4 SW 1/4, SEC. 18, TWN. 23 N. RGE. 5 E., W.M. I CITY OF RENTON, KING COUNTY, WASHINGTON Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. 16-049 FND 3/4"I.P., UP 0.1', 1.97'N. x 2.00'E. 31 (3/22/2016) MTSE SCALE FND 3/4"I.P., DN. 0.7', 0.17'N. x 0.31'E. 32 (3/22/2016) FND 1"I.P., ON, 0.2', 0.03'N. x 0.72'E. 33 (3/25/2016) FND 1/2" REBAR AND CAP, LS#34145 34 (3/17/2016) FND MON IN CASE 35 3/16/2016) FND TK IN LEAD IN 3"x3" CONC MON IN CASE, DN. 0.55' CITY OF RENTON CONTROL #1853 36 N 178824.04 E 1295667.59 ELEV=231.94' (3/16/2016) FND TK IN LEAD IN 3"x3" GONG MON IN CASE, 37 ON. 0.65' (3/16/2016) FND PUNCH ON 1-3/4" BRASS DISK IN 4"x4" GONG MON IN CASE, ON. 0.6' 38 CITY OF RENTON CONTROL #754 (3/16/2016) 35 SET TBM 'B' \\ ELEV.=101.45' N72• .�o. 8 4g ss�0 �6"W 630.15 roo'';2,gs• \� >S 6 Sp 00, N 10 4999, ip 8 v 49.99' \ \ SwL 9 Og •op, 11 op N�20433" GS / SO. N. S2 9s' \ 0 00 33»W 908.1 � ON j�j� �,� 1 1 Op, \ \ 876'b � S 9� eA 37 �\ 36 �73� SyV \( /\ S IAA, '/\ •� \�� l�l\w 7234.38S20Nj2D "23 x036) O >2 pi4 T� X906 76� o � \ �� 0 \ d \ 1 L Z / / ^ s \ /CONTROL DIAGRAM 50 p0 10 N 12 49 SCALE 1"=400' S 0p / N 8 9 4g \\ 3 00 6 • V not 99 \ \ 8 akl 4tielr fD Sp•Op, MN 49.9\ \ 00 16 � h 50•00, -4g sg \ 7376 aW 036 14 �.� � 5 0 � 4999'1. 1 409 opo, 2 / S0 °p rn \ \ 4 O6 21 SD� 2 15 \ 13 row / 2 6' VACA 23 o \ D'2 29 24w d 50 �g o 0. 06 406 Oo �\ 25 P5 30 So.0 rn / \ 4j 2 31 \ Q24 2 277 / 8\ 0 8 / \Q0 g°p, 32 \ 06 o M / o / 33_00 rn/ \ / / !�� M. \ S0\ 00, / GRAPHIC SCALE f 50' 25' 0 50' 100' 1"=50' TOPOGRAPHIC BOUNDARY SURVEY FOR MARK SHARK vs p�0 a000 is GRAPHIC SCALE o 200' 400' 1" = 400' NW 1/4 SW 1/4, AND NE 1/4 SW 1/4, SEC. 18, TWN. 23 N. RGE. 5 E., W.M. I CITY OF RENTON, KING COUNTY, WASHINGTON Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 www.axismap.com JOB NO. 16-049 DATE 4/14/16 DRAWN BY CHECKED BY TJO/ARH MTSE SCALE SHEET 1"=50' 1OF2 VSs to c6 M o M r LEGEND O FOUND IRON PIPE AS NOTED ® FOUND MONUMENTIN CASE O FOUND REBAR AND CAP AS NOTED SET BENCHMARK ------T—op------- POWER JUNCTION BOX B POWER METER ❑ TELECOMMUNICATIONS RISER E3 CABLE TV RISER E— GUY ANCHOR -b- POWER POLE W/ TRANSFORMER O SANITARY SEWER MANHOLE ❑ CATCH BASIN R FIRE HYDRANT MIcV IRRIGATION CONTROL VALVE ® WATER METER m WATER VALVE REV# DESCRIPTION OF REVISION # 1 _._.- #2 - #3 #4 #5 #6 #7 SMH 38 $ NG ,32 0 \E 12 C 04 31.82' R MN 8p36j,,, l 54 (SWl RE 12 � PO C 1212 ZgW�Ei> \E 12 COAC,26 9, \E 12 GONG \E ,2 TOPOGRAPHIC/BOUNDARY SURVEY 1 7 39 '1-, 0 (Wl M125CO �1� 0�9 (EP \E 12 G Env gM2k q$ OMH19�8g G X15 p5(Ei \E 12 9 2� A 92 (Wi \E 8 oCOo C1 p;o4165(E.i 8p5 6 (Ni B t\M A O GpNC� S �P \E jNRKP S�Pj� \P P PAO N 8021 3� �Wj r ,p9 9g l \E �2• 0 9 0 GR\M 95 q9 I LANGSTON RD GO GPt ° RAME QED o , A01 N 7( \ 8'`C #307 O / / �J 1 D ° Off/RAMS HE 20"F w ° RVCK f r x o`° r GP D WOOD N 6 N' 10",12"C— o FRAME I e0 1 NC °a GZ ° P '�� kn 612 GARAG I t` 3Bf D® € R/RNZER x 3\ SSMN ° 8 D Pv �P 4 \PVP 9 \E 8 P PPBPLAGE aS ° 5 o / OF S O303 cy,P? RRs WOOD 0 25 00 _ f\R Lys n ' COAG SiE 12"C EN�PP\ FRAME GARAG SS-- NS { 35Z I, PSS GAS SANITARY SEWER LINE - — — SD STORM DRAIN LINE �~ ------T—op------- — / 8",2- 2 M , zW GOxA"C. T pQ �W WOW / / W 000O Uj W .W- V) V)ro G GAS LINE ASPHALT PAVING —x x— / x F 0 Z BUILDINGS [} Z ] ® EXISTING RETAINING WALL p o a af 2 -STORY GRAVEL SURFACE r ROCKERY WOOD {, ' 1 FRAMED HOUSE [)QC=o CMU RETAINING WALL rn #304 DATE I BY V FENCE \14001D ❑O GAS METER I 0� f2 • OFC OIL TANK FILL CAP o MAIL BOX �- SIGN ` *PST POST / • BOLLARD 50.00' Rn nn' SS SANITARY SEWER LINE - — — SD STORM DRAIN LINE OVERHEAD POWER LINE V WgFNC GOxA"C. T TELECOMMUNICATIONS LINE CONCRETE PAVING W WATER LINE (C.O.R. ASBUILTS) G GAS LINE 4 =° ASPHALT PAVING —x x— CHAIN LINK FENCE LINE BUILDINGS [} WOOD FENCE LINE ® EXISTING RETAINING WALL - GRAVEL SURFACE CJ � D ROCKERY ............::..•:... . ' 1 [)QC=o CMU RETAINING WALL BRICK PAVING DATE I BY r 9� 6 S� SS ( Ap 11 AP 3 ,. SNEO �p�VON j 1 PARS 6 W0� FOUVEL F\�Li ' GONG �pRP�EG a _ ,n'`� r (GRP .•+� �pAOt • y O� MN , 611 SVP 11158 (EW1 � e SS 5 g Gp �y. R\M61 (ERBF FFE=101.8' QFC \E ZO0 O I. /� SINGLE STORY y N 2 -STORY W/DAYLIGHT s WOOD BASEMENT FRAMED HOUSE #303 HOUSE ° e #307 Z3 I� • �, I Q�QF'Q' FFE=101.8' �. \.i l + - ') PORCH NOG : l t FEN oo �\ + �lp� 10",10„HO Q L , 8”A- 50.00' -_. � 50.00' 50.00' AOR � � 50.00' �. �� >> LAUREL HE'Q GE — — 5 94 6- 170 .,.,.. .� _ _ . ...102 �°`��"'- NCo' r GRAPHIC SCALE 20' 10' 020' 40' 1 = 20' 2' CONTOUR INTERVAL = ss —ss —ss —ss —ss I N72'04'33"W 908.16'MEAS 49.99 T==-----49.99 \\ A' rn' o I SOMN ,6gg R\l So . OAC 4 50.00' 50.00' ? g�pGK GONG' WPB\' Oe70WN AND MUMMY / ICLUB QVMALSO\%V OFIES pER OQ 5 VAGN W 3- EpG6 OF D OCK O NEOpE g' G\ fNs N. g� E / f\REWOGE n COAj PSE 6fNC SS yg 4l SSORP I GGFAG W\OE G 6 R\M (EWi SNED i 6' GNp 3 83 09 cX S.. SS SS SS l N CD t m m �a O 3h n�v PA '�j2,5 SSM 93 40 pSS P �r R\� " S6RRP I � vE= 6 J � 1 J y�' L GE. OF \AVG'- l 0 a 7 'FptC f/ 2-8" 3-10" J i 3-t2" rod �a _,.. 3-14" � r X90 -co 2-t6„ C 16"DEC O� 10"DEC �,�„ U I GOAD; REP P\R c \N c 6© 50.00' ' 50.00' 50.00' --1r -- L4',20",18",16 ,14"� M o M / BUILDING TOPOGRAPHIC BOUNDARY SURVEY FOR MARK SHARK o l 21 50.00' LUr a / NW 1/4 SW 1/4, AND NE 1/4 SW 1/4, SEC. 18, TWN. 23 N. RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON www.axismap.com oQQ�e JOB NO. DATE �Axis 16-049 4/14/16 a purvey &Mapping DRAWN BY CHECKED BY e 15241 NE 90TH STREET TJO/ARH MTSE REDMOND, WA 98052 TEL. 425.823-5700 SCALE SHEET FAX 425.823-6700 1" = 20` 20 2