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08-101775 (2)TOPOGRAPHICAL SITE SURVEY FOR DAN GUMIRAN LOCATED IN THE N. E. 114.. OF THE N. E. 114, OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON �Dn 2?2 e\ ° ?? ? �B g \\ \ T PLAT LINTY SHOR 240654 KING280075,8102 o_ N N N CO o o N 1206 EXTRUDED CURB i 1 1 EXTRUDED CURB 0� 96 �Cr-5 \ 1--OP-4 �--d - 198 6 1 ANW 2 � ec'Y4i A SHED _ \ \ ?p4 \ NW IN 20 ?0B ?Os\\ W(� \ \ 1 srP �mjP-1 ANW 4 \ 94� P-2/ ANW 5 N 0 \ � 1 I '$, 20' 1 rn \ 8 E SENSITIVE AREA \ \ OrP ,3 N I 4•\0�1 \n, GARAGE TRACT � \ ll , AF'\ �'' �' Q CONC, 47,377.71 SQ.. FT. L y BB '49'12'EI 88a u ?� Q BLOCKS 1.09 AC. NW 6 '4 �i 42 W 33.14' \ \ No ` \ ANW 9� \\�V 1 g p _ I / \ I \ ` W NO BUFFER \ NW 7 SHECO fER m I LOT 4 '; \ 0• B \ 7gB 9,974.56 SQ. FT. �. 15' BSB 10 �. C) � 0.23 AC. ANW GRAVEL N 1 \ \ j 20' "� 1 I � 20 I1 I N SBB'49'!2'E \ ` 20.00 19.90' 11w'4 \ \ I i 160.00' W 11 172.07' 4' WIRE FENCE /I I g I NN> . tea`' ! I I 1/ o 35.6' E. OF I - 539 54'15 BOUNDARY LINE I I w ' I LOT 3 1B AA' 1'00 i 9,600.04 SQ. FT. �\ L I / 0.22 AC. o o HOUSE ` / '' / I 4� WO \ ` 215 1ST AVE S a v \O IE 1 I g \ I boo a EavEs=1.15' N)� ?,�s N N $n Z L`ONqRE7E BASEMENT F.F. 9949 I /I I N N W m EL.=217.44 \� �9• G 'S88 '49'12160.00, "E n v\i W\A as N ems, N I I o f w \ L° LOT 2 LOT 1 2's 9,600.07 SQ. FT. 20, 10,2:i9.43 SQ. FT. DRAINAGE TRACT B j 0.24 AC. 10,258.48 SQ. FT. 50 `> \ '46 55 E 96 / I 1 \I, L Ln w LOT J l2i \ 9, 600.22 SQ. FT. I� cn N 0.22 AC. Nocp I I to • � 20.24 AC. I 1 e •p2Qoh d��• �B �. G g9 d2h ' v^aa t), 0 00 244 I \ \ Fad Odd R�?S004 I \ \ N8B'49'12"W 135.12' F� 9�'9 Raid n N88'49'12 W 60.91 ' I ----------T-- - - _ _ - - ® 4 130PROPOSED AL ' 30-- - - - - - - - - GRAVEL ACCESS ROAD GRAVEL -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �42 - L_ I ' rRacr N8649' 12"W 351.97' 74 4' WIRE FENCE 6' CHAINLINK \ 6' CHAINLINK \ 224 -� 36.6' E. AND 1.2' N. OF FENCE 1.2' S. OF ao FENCE 1.1 S. OF PROPERY CORNER PROPERTY COR. N w BOUNDARY LINE DRAINAGE STRUCTURES: -� N (CONT. EAST) '� ' - 232 l ??\ 2a RISSMH .= CB #8 rn y�7AY 234- \ \ 10 SU I.E. 193.797.29 (8" PVC. S. TO N.) I.E.=206.40IM 4(18" RCP. N. EDER14 00- \\ (CTR. OF CHANNEL) I.E.=207.10 (12" CPP. E.) Crr! OF F1 401 �� SSMH #2 CB #9 NO.O 0 / 0 N RIM EL.=199.21 RIM EL.=216.30 BLA I.E.=193.79 (8" PVC. S. I.E.=189.96 (18" DI. W. I.E.=190.21(36" CMP. N.) (CTR. OF CHANNEL) SSMH #3 RIM EL. 212.34 I.E.=202.34 (8" PVC. E. TO N.) (CTR. OF CHANNEL) SSMH #4 RIM EL.=226.71 I.E.=218.61 (8" PVC. SW. TO E.) (CTR. OF CHANNEL) CB #5 RIM EL.=197.29 I.E.=193.29 (12" CMP. N.) I.E.=192.14 (12" CMP. W.) CB #6 RIM EL.=197.57 I.E.=195.27 (12" CMP. W.) I.E.=195.37 (12" CMP. E. & NW.) CB #7 RIM EL.-206.18 I.E.=203.18 (18" RCP. N. & S.) I.E.=210.90 (12" CPP. E.) I.E.=211.00 (12" CPP. W. I.E.=213.80 (8" PVC. NW. I.E.=211.20 (12" CPP. S. CB #10 RIM EL.=225.46 I.E.=221.06 (12" CPP. N) LE:=221.48 (8" PVC. 9.) CB #11 RIM EL.=221.83 I.E=216.93 (12" CPP. S. & E.) CB #12 RIM EL.=202.70 I.E.=199.70 (18" RCP. N. & S.) I.E.=221.46 (8" PVC. S.) CB #13 RIM EL.= 198.14 I.E.=195.84 (18" CMP. W.) I.E.=195.64 (12" CMP. S.) I.E.=195.74 (12" RCMP. N.) LEGEND: Y FOUND MONUMENT AS DESCRIBED O FOUND 112" REBAR AND CAP "EARTH TECH 21601" ® SEWER MANHOLE MM CATCH BASIN ® WATER METER ® WATER VALVE m GAS VALVE ® POWER TRANSFORMER M TELEPHONE RISER ® MAILBOX O WETLAND FLAGS O BOLLARD UTILTITY POLE UTILITY POLE W/LIGHT �- SIGN POST 224� PIPE LEGEND: 0 P1: 12" CMP I.E.=192.11 P2: 48" CMP I.E.=189.19 P3: 48" CMP I.E.=189.08 P4: B" CMP I.E.=192.46 P5: 12" CMP I.E.=194.38 P& 48" CMP LE.=190.55 P7: 18" RCP I.E.=197.46 P8: 8" PVC I.E.=214.10 13 N.E. SECTION CORNER ® SEC. 30, TWN. 21N. RNG. 4E., W.M. FOUND CONCRETE MONUMENT )?0 WITH 3" BRASS DISK (HELD) - 30.00,19 1 I # GRAPHIC SCALE 1'o =30' lP i 30 0 30 m 0P-3 BASIS OF BEARINGS: o ~ BEARINGS SHOWN HEREON ARE BASED ON = THE CENTERLINE OF 1ST AVE SW., BEING NORTH 01'30'11" EAST, W AS SHOWN ON THAT BOUNDARY LINE ADJUSTMENT FILED IN BOOK 149 OF SURVEYS AT PAGE 88, UNDER RECORD NO. 20011205900002, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION: LOT 1, KING COUNTY SHORT PLAT NO. 260075, RECORDED ON FEBRUARY 24, 1981 UNDER KING COUNTY RECORDING NO. 8102240654, IN KING COUNTY, WASHINGTON NOTES: F- d Q 1. MONUMENTS LAST VISITED 02-01-08. 2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS, m CONDITIONS OR RESTRICTIONS, IF ANY. 1,tiE BOUwuA;,vES SHOWN ON THIS SURVEY REPRESEiiT ^ DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE ^I BE DETERMINED. m VERTICAL DATUM. � Z NGVD-29 "� 00 3 I BENCHMARK: CITY OF FEDERAL WAY BENCHMARK NO. 2166-37 DESCRIBED AS A THE SOUTHWEST CORNER OF PSPL VAULT 50f FEET NORTH OF SOUTH 356TH STREET, ?p 35t EAST OF 4TH AVE SW. AT 35528 4TH AVE. 12 ELEV. = 304.21 FT. (NGVD 29) ? 25�1� �St lfuc S CONTOUR INTERVAL: 2.00 U.S. FEET. O 8- I DJ `7 7 5 � G ?04 CONTOURS BASED ON ACTUAL FIELD SURVEY. 3aal-by 9aaE- ° TREE LEGEND: DECIDUOUS TREE CONIFEROUS TREE T1: 8' APPLE T44: 22" FIR T92: 20" FIR T140: 16' FIR U T2: 10" APPLE T45: 18" FIR T93: 10" FIR T141: 6" FIR T3: 14" APPLE T46: 20" FIR T94: 18" FIR T142: I FIR #3 m T4: 7' APPLE T47. 24" CEDAR T95: 14" FIR T143: le FIR e, T5: 7 APPLE T48: 30" CEDAR T96: 14" FIR T144: 15" FIR T6: 8' APPLE T49: 3G" CEDAR T97: 8" FIR T145: 24" FIR ® T7: 8' APPLE T50: 12" CEDAR T98: 18" FIR T146: 20" FIR 14 T8: T9: 12" APPLE 7' APPLE T51: T52. 240 26" CEDAR CEDAR T99: T100: 18" FIR 14" CEDAR T147: T146: 12" 12" FIR FIR T10: T11: 7' APPLE 6" APPLE T53: 24" CEDAR T101: 18" FIR T149: 12" FIR Tn TBM T54: 18" CEDAR T102: 14" FIR T150: 20" FIR VL _ TOP TR. BOLT T12: 9" APPLE T55: 12" FIR T103: 20" FIR T151: 16" FIR OF FH. T13: 3" APPLE T56: 26" CEDAR T104: 12" FIR T152: 15" FIR W EL.-215.06 T14: T15: :9" APPLE 3" APPLE T57. T58: 36" 300 FIR FIR T105: T106: 8" FIR 24" FIR T153: T154: 22" 14" FIR FIR T16: 12" APPLE T59: 26" FIR T107: 8" SPRUCE T155: 22" FIR T17: 7' APPLE T60: 24" FIR T108: 6" FIR T156: 1(" FIR W T18:7' T19: APPLE 8" APPLE T61: T62: 2) 8" JUNIPER 24" FIR T109: T110: 20" FIR Sr CEDAR T157: T158: 18" 16" FIR FIR m� 2tB T20: 10" APPLE T63. 20" FIR T111: B" FIR T159: 14" FIR �; Z I c W T22:6" APPLE T64: le FIR T112: 10" FIR T160: 22" FIR C �� T23:10" APPLE T65: 20" FIR T113: 16" FIR T161. 24" FIR - 1�"1 a T24: T25: 7" APPLE 9" APPLE T66: T67: 12" 26" FIR FIR T114: T115: 12" FIR 24" FIR T162: T163. 24" 22' FIR FIR O = ??p T26: T27: 8" APPLE 10" APPLE T68: T69: 20" 12" FIR FIR T116: T117. 12" RR 2) 18" FIR T164: T165: 13" 15" FIR FIR FOUND CONCRETE MONUMENT T28: 22" APPLE T70: 16" FIR T118: 12" FIR T166: 15" FIR ° WITH V @RAC€ @ISK ANB PLINGN T99, ?A" APPLE T71i Off" FIR T119, 10" FIR T197' @".G€BAR a INf. iSf AVE S. AN5 S. 336fN ST. T30.- 26" COTTONWOOD T72: 15" FIR T120: 10" FIR rim 12" OR ° (HELD) T31: T32: 12" APPLE 8" APPLE T73: T74: 20" le FIR FIR T121: T122: 12" FIR 12" FIR T169: T170: 2P" 15" FIR FIR 222 T33: T34: 12" APPLE 10" APPLE T75: T76: %r 10" FIR FIR T123: T124: 12" FIR 12" FlR T171: T172; 15" FIR 2) 8" FIR A ` W T35: 10" APPLE T77: 12" FIR T125: 10" FIR T173: 16" FIR T36: 10" CHERRY T78: 22" FIR T126: 15" FIR T174: 10" FIR T37: T38: 10" CHERRY 7" CHERRY T79: T80: 24" 24". FIR FIR T127: T128: le FIR 8" FIR T175: T176: 10" 15" FIR FIR �. S. 114 CORNER T39: 9" CHERRY IS 1: 7" FIR T129: 20" FIR T177. 12" FIR � a SEC. 30, TWN. 21 N. RNG. 4E., W.M. T40: 12" CHERRY T82: le FIR T130: 16" FIR T178: 22" CEDAR �{ FOUND CONCRETE MONUMENT T41: 12" MAPLE T83: 10" FIR T131: 20" FIR T179: le FIR WITH 3/8" BRASS PIN T42: 10" MAPLE T84: 12" FIR T132: 12" FIR T180: 20" FIR T43: 7' CHERRY T85: 24" FIR T133: 12" FIR T181: 18" FIR T86: 10" FIR T134: 14" FIR T182: 18" FIR v 30 29 T87: 12" FIR T135: 18" FIR T183: 12" FIR T88: 14" FIR T136: 16" FIR T184: 7" FIR T691 10" FIR T137: IV FIR T185: 10" FIR T90: 24" FIR T138: 12" FIR T186: 8" FIR T91: 12" FIR T139: 15" FIR T187., 7' FIR 0 N L 0 N d 15 0 O N x 0 v Lq N .0 N V I N N 00 H C 0 N Q o E r- - 00 o O m m E m 0 0 c3n: � � U +i 413 c m v1 G O . J:°Jmen � I � mill Id J O W W Q S U n o a O M o G C Go dlvq kn c� I R$2G' o N NN EF C©J 3 Z m on AY