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HomeMy WebLinkAboutR-383016O CASED MONUMENT M� r m W m DOWN 1.0' M Q Cl .O 02 (n � 03 Q cd U L Li E-� N oo Z N z Z I CCD co � 1b CID 1 k z u§ e O CASED MONUMENT M� -IRON ROD W/PUNCH m DOWN 1.0' M �z .O 02 (n � 03 -m _j cd U L Li E-� N oo Z N z Z I CCD 0 Lei 200.52 N NZ oLci_ N +�0' _000m CASED MONUMENT a -IRON ROD W/PUNCH m DOWN 1.0' W (9-10-14) .O Lcru)� (n a -m _j oi 204.54 L Li 204.17. •t z -IL 209.43 I CCD co � 1b 0 Lei 200.52 N NZ oLci_ N +�0' _000m 20 201.55 t 201.64 1 s 203.29 6" PVC IE=193.22' I. 197.3 .15 200.09 20,.27 CASED MONUMENT 3"BRASS CAP W/PUNCH DOWN 0.45' (9-10-14) N. 30TH STREET - - - - - ' 'S890441 ' "E 1178.76 5. ' - - - - - ,+204 85 A1I 1 i EXISTING o / BUILDING 205.09 �- 207.24 // // 212.00 r 210.1 + 2210.68211 s7 0 + 212.06 + 213.67 213.22 211.21Y 213.73 f ? 1 \\ % 4 207.18 °t » FENCE CORNER IS �"� ••„� 18 CHERRY f 205.22 0 0.4'N X 0.2'W 1 S89'04'15"E 2os9 +208.32 x'209.1 257.00 2,2.65 OF CORNER I FENCE ORNER IS rn p SEPTIC OVERHANG _- w_ +2 .08 ► 0 0. 'S 0 �4ti� +2 .s7 TANK(?} BRIC A 211.29 FIRE 4I + g 2,,.72 1 B G 21.73 212.68 20 3 208.28 O / FF=21 4.34' 2, 2 / 211.7, a r 207.52y + .84 .46 { & 205 / al +211.70° �2t1.BB . a212.82 21 +211.54 3 7 ,0.42 { a + 21,.28 EXISTING 1110 v d ° + 210.83 21 r6 741.4' BUILDING ,4 �ad-1-412.35 2 5 d 2066ROOF HEIGHT 1��'ta ONCRU 1 206.11 210.03 228.76 2,1.19 d a a a ° � a a 212.44 4. 212.45 0 GAVEL //�rf����lj T/ 10. 3211 s° a 2tz.40 +212.37 STEPS" CL (s \ + 211.91 + 211.35 210.93 13 . , .95 w . , �... + 210.61204A6- 210.25 ��» z X2,0.38 14"CHERRY .. -)C 21 Z4 "- +211.25 21,.17 209.16 cVH DECIDIOU�STER + +21131<8"PLUM } FND. RE R & CAP FENCE`\COR. 2-8" 2-6" 6"ItAIORNE It ILS 15025 5' 0/S IS k4,N FND.R & 211.39 205. +207. OF `t"E 1 8»C 210.64 �� ` � � x �( ,m CAP LS 15025 ' 60 ■E 140.02' FENCE`S �-2,0.8, +210.76 8» PLUM ON LINE FENCE COR. IS ,21037..._ ` spy 0 0.4'S X 0.2'E ! x . 1 20639 , C1 2 a4 J o OF CORNER 2,0.40 12"PEAR +2099 209.99 3 � � 1* � 210.45 + / 208.02 W 205.6 + FENCE INTX. IS AREA UNDER +210.38 C14209.87 +#06.43 CONSTRUCTION 0.7'N X 2.5'E I o OF CORNER * z » 1 I + 209.52 209.51 ry . f 210 5 S89-04'15 L 2 '�'$. CE 1NTX IS 0.7'N X 0.7'W 12"PEAR ` QS1_ - S. LINE OF N. 100' LOT 43, REF. #1 - - OF CORNER .54 -- - 205.91 - - -- -- 1 v CASED MONUMENT 5/8 -IRON ROD W/PUNCH N. 31 TH ST. DOWN 1.0' W (9-10-14) .O 2 1. 204. (n a w L11 oi 204.54 L Li 204.17. •t w -IL 209.43 O r co N. 27TH ST. Q CID 1 k z I 1 t �J_ 204.30' k' I k: k N i k. w Z k e f 1 k 204140 1 I 0 avi _ 204.81 k . a E { 1i m k k 204 91 I a a I V. T Q0 .> a t f 204.95 I k ( _ A k I a 1 k k pc k E k ° I I k 1 1 0 i 205A 33 1 LLJ 1, a ► k co ~ SEWER MH , RIM 205.53 IE 198.41' 8"CONC N I 205.28` IE 198.73' 6"CONC E a W a k k ROOF HEIGHT ° k X05.31 1 c 20 201.55 t 201.64 1 s 203.29 6" PVC IE=193.22' I. 197.3 .15 200.09 20,.27 CASED MONUMENT 3"BRASS CAP W/PUNCH DOWN 0.45' (9-10-14) N. 30TH STREET - - - - - ' 'S890441 ' "E 1178.76 5. ' - - - - - ,+204 85 A1I 1 i EXISTING o / BUILDING 205.09 �- 207.24 // // 212.00 r 210.1 + 2210.68211 s7 0 + 212.06 + 213.67 213.22 211.21Y 213.73 f ? 1 \\ % 4 207.18 °t » FENCE CORNER IS �"� ••„� 18 CHERRY f 205.22 0 0.4'N X 0.2'W 1 S89'04'15"E 2os9 +208.32 x'209.1 257.00 2,2.65 OF CORNER I FENCE ORNER IS rn p SEPTIC OVERHANG _- w_ +2 .08 ► 0 0. 'S 0 �4ti� +2 .s7 TANK(?} BRIC A 211.29 FIRE 4I + g 2,,.72 1 B G 21.73 212.68 20 3 208.28 O / FF=21 4.34' 2, 2 / 211.7, a r 207.52y + .84 .46 { & 205 / al +211.70° �2t1.BB . a212.82 21 +211.54 3 7 ,0.42 { a + 21,.28 EXISTING 1110 v d ° + 210.83 21 r6 741.4' BUILDING ,4 �ad-1-412.35 2 5 d 2066ROOF HEIGHT 1��'ta ONCRU 1 206.11 210.03 228.76 2,1.19 d a a a ° � a a 212.44 4. 212.45 0 GAVEL //�rf����lj T/ 10. 3211 s° a 2tz.40 +212.37 STEPS" CL (s \ + 211.91 + 211.35 210.93 13 . , .95 w . , �... + 210.61204A6- 210.25 ��» z X2,0.38 14"CHERRY .. -)C 21 Z4 "- +211.25 21,.17 209.16 cVH DECIDIOU�STER + +21131<8"PLUM } FND. RE R & CAP FENCE`\COR. 2-8" 2-6" 6"ItAIORNE It ILS 15025 5' 0/S IS k4,N FND.R & 211.39 205. +207. OF `t"E 1 8»C 210.64 �� ` � � x �( ,m CAP LS 15025 ' 60 ■E 140.02' FENCE`S �-2,0.8, +210.76 8» PLUM ON LINE FENCE COR. IS ,21037..._ ` spy 0 0.4'S X 0.2'E ! x . 1 20639 , C1 2 a4 J o OF CORNER 2,0.40 12"PEAR +2099 209.99 3 � � 1* � 210.45 + / 208.02 W 205.6 + FENCE INTX. IS AREA UNDER +210.38 C14209.87 +#06.43 CONSTRUCTION 0.7'N X 2.5'E I o OF CORNER * z » 1 I + 209.52 209.51 ry . f 210 5 S89-04'15 L 2 '�'$. CE 1NTX IS 0.7'N X 0.7'W 12"PEAR ` QS1_ - S. LINE OF N. 100' LOT 43, REF. #1 - - OF CORNER .54 -- - 205.91 - - -- -- 1 v 209.34 + 209.51 f 209.36 + 209.,4 -It- 209.33 + 209.02 1; -/-208.82 , , +209.40 -1,209.56 + 209.19 206.1 + 209.46 k L0 0 w 209.43N. N 04 } o 2 + 209.30 CASED MONUMENT 3 -BRASS CAP W/PUNCH DOWN 0.5' (9-10-14) 10T +212.15 N"EBAR & CAP LS 15025 LABELED VOFFSET 1.5'N OF CORNER 209.67 -/-209.61 + 209.54 209.78 - _ 209.66 --j-209.91 209.38 206.46 + 209.08 :I 207 a + 206.77 + 209.14 1t 35 209.08 PEDESTRIAN q _--- o I �- 209.46 206.10 ' USE ONLY r ,/ \ N + +209.,6 + , �� +206.21 X206.3,72 16"SPRUCE 14»PINE 'I rr 205.63 + 207.55 / 210.22 + 2 .05 -)L 209.44 '< Z:-/- SEWER MH -- r zoa.44 / � RIM 205.38 + � // 209.55 `��� SHED i IE 194.23' 8"CONC W +209.66 -X210.18 as ss 210.60 34 +210.30 + 210.56 COVERED a IE 194.58' 8"CONC E /%7777! 210.80 + \ -/-209.30 209. ,r " t o PATIO -' 194.58 1 2 PVC S 4 74 270.1 209.36 r 05.96 +' SHED IS 2205.64 � � 2osss , � 2,0.1 +lose +207/1/ +209.56 0.8E OF LINE 209.04 ROOF + 10.63 \ 32.4 + 210.26 21 2 209.1 + / HEIGHT / +210. + d ° - f 206.66207.E" // 226.34' 210.50 70"CEDAR t..208:50 + 10.62 J ^ YARD # . + 209.48 + 210.42 �/ .05 + 211.43 J 35 2 0.26 r 209 3 209. 5k 9 205.38 2(6.� -__ - --# 205.98 + 206.34 x LIGHT 0 , .. n� ' T ' 16 I _ / EXISTING 10.63+ 209.25 a 208.03 208.99 4 209.01 209.74/ YARD , 1.43 HOUSE / 209 26 _fREq N ' j q k y LIGHT �Cllll// 20&54 a s HQCJSE t_ » +. 20$:22 C) x 3 8 HOLLYi 11.43 a a 209.11 g ° a I 1 1 f-21014 -1-211.38211`36 Z 209.31z1i.38 a +208.45 .55 r- 206.04 $ 1 209.31 a 6.78 Ot I ° 206.04 207.16 t1 208.05 + " , + a. --/-208.94 205.30- f + + 10 PINE - d ' +a " s° € +2,1.2 .. d FF -206.10 09 29. + 209.18 ", . . --/-208.85 .J 22 FIR � � a : //l1111C/ // // �� 3 • +2,,.35 2, .,9 CONCRETE s Q. . ° a °t a Q 65 2,1.2 a a aa 30"CEDR i 205 .4 205.67 11.29 30»CEDAR d 209.14 209.14 210.29 127 68 208.8417 Y � LIG 211.29 34 .04 � o » 217 a a a 208.96 -� 208.57 +204. 40 F --� `" 3.78 205.08 a 08.85 ` » .01 210.83 2�7 40 LOCO, 12P 210.79 /�'AN��• yp �A .�76'FIR 207.37? 2 2 a a �a 270.78210.49 210 `j2 .67 aA8.69 art?O',t1PPLE 207.57 .90 --1-206.45 f _�� + + g „ a 210.66 210-24,d a 1 0 "PEA 208.32 \ 3 » FIR es 210.53 ��� ! ° a 208.62 Q04.89 2118.56 . 21q..45 2id06 208 86 209.30 203. + + + . . ~ ' 208.58 207.78 . 20372 .,. 14 DE a " CIDIO a' �t 281 zoes _ 02 2 205. 0 �, .. �' � d 209.53 204.8 + 1 .g d ° a -� 208.85 --/-208.40 + 208.72 26"CED �. ., �``.y 207.96 «�.� . �208:a, 208.29 \ ' a -/-208.16 206.06 TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON. AND THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. ASSESSOR'S PARCEL MUMBER 334210-3282 & 334210-3281 ADDRESS 2802 & 2820 PARK AVENUE N RENTON, WA 98056 BASIS OF BEARING (NN)" 1991) CITY OF RENTON) BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID 1886 ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266. CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VALUES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89'03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NO. 341 VERTICAL DATUM SOURCE: CITY OF RENTON DATABASE ID #:341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH ST. AND PARK AVE. N.E. ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03' NOTES 1. ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT 2. UTILITIES ARE SHOWN PER FIELD OBSERVATIONS, AVAILABLE RECORDS AND UNDERGROUND LOCATE SERVICES WERE EMPLOYED FOR THIS PROJECT. FOR EXACT LOCATION OF UNDERGROUND UTILITIES POTHOLING SHOULD BE PERFORMED. 3. DATE OF SURVEY WAS SEPTEMBER 10, 2014 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. AREA 62,520 ± S.F. (1.435± AC.) REFERENCE SURYEYS 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, VOL. 11, PG. 63 EXISTING EASEMENT NOTES PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT ORDER NO. 4266-2298057 DATED AUGUST 04, 2014 AT 7:30 AM AND ORDER NO. 4266-2304387 DATED AUGUST 11, 2014 AT 7:30 AM THERE ARE NO EXISTING EASEMENTS OF RECORD. FND. MAG NAIL c v N. 31 TH ST. k FND. REBAR W l LS 15025 - 11 0/S .O N. 29TH ST. a (n &CAP LS 15025 w L11 205.87 u) L Li SITE N. 28TH ST. w -IL 209.43 O r co N. 27TH ST. Q CID z co �J_ W�cn�� N w Z z�coLo 0 avi _ 1 + L.12 m r,. Q0 .> -/-209.58 _ ' pc N 0 � LLJ co ~ no 2OPM � LLJ W 3 ...J CLC� O W Lc ROOF HEIGHT 1- c LL / 225.23' 209.56 w +2L -70 EXISTING ul X !0533 BUILDING ' �ENCE END IS 'LiGGGL f.GGI. / .. 209.29 � FENCE COR. IS 1.4'N X 2.1'W W0 ( ' �-1��� �` ... °- ' 1�.6'N OF LINE Z FEN. ANGLE PT. +209,04 N OF CORNER +20656,.,,._, -- IS 0.9'N OF LINE » r_: S89 415 158.02 C) C in 209.34 + 209.51 f 209.36 + 209.,4 -It- 209.33 + 209.02 1; -/-208.82 , , +209.40 -1,209.56 + 209.19 206.1 + 209.46 k L0 0 w 209.43N. N 04 } o 2 + 209.30 CASED MONUMENT 3 -BRASS CAP W/PUNCH DOWN 0.5' (9-10-14) 10T +212.15 N"EBAR & CAP LS 15025 LABELED VOFFSET 1.5'N OF CORNER 209.67 -/-209.61 + 209.54 209.78 - _ 209.66 --j-209.91 209.38 206.46 + 209.08 :I 207 a + 206.77 + 209.14 1t 35 209.08 PEDESTRIAN q _--- o I �- 209.46 206.10 ' USE ONLY r ,/ \ N + +209.,6 + , �� +206.21 X206.3,72 16"SPRUCE 14»PINE 'I rr 205.63 + 207.55 / 210.22 + 2 .05 -)L 209.44 '< Z:-/- SEWER MH -- r zoa.44 / � RIM 205.38 + � // 209.55 `��� SHED i IE 194.23' 8"CONC W +209.66 -X210.18 as ss 210.60 34 +210.30 + 210.56 COVERED a IE 194.58' 8"CONC E /%7777! 210.80 + \ -/-209.30 209. ,r " t o PATIO -' 194.58 1 2 PVC S 4 74 270.1 209.36 r 05.96 +' SHED IS 2205.64 � � 2osss , � 2,0.1 +lose +207/1/ +209.56 0.8E OF LINE 209.04 ROOF + 10.63 \ 32.4 + 210.26 21 2 209.1 + / HEIGHT / +210. + d ° - f 206.66207.E" // 226.34' 210.50 70"CEDAR t..208:50 + 10.62 J ^ YARD # . + 209.48 + 210.42 �/ .05 + 211.43 J 35 2 0.26 r 209 3 209. 5k 9 205.38 2(6.� -__ - --# 205.98 + 206.34 x LIGHT 0 , .. n� ' T ' 16 I _ / EXISTING 10.63+ 209.25 a 208.03 208.99 4 209.01 209.74/ YARD , 1.43 HOUSE / 209 26 _fREq N ' j q k y LIGHT �Cllll// 20&54 a s HQCJSE t_ » +. 20$:22 C) x 3 8 HOLLYi 11.43 a a 209.11 g ° a I 1 1 f-21014 -1-211.38211`36 Z 209.31z1i.38 a +208.45 .55 r- 206.04 $ 1 209.31 a 6.78 Ot I ° 206.04 207.16 t1 208.05 + " , + a. --/-208.94 205.30- f + + 10 PINE - d ' +a " s° € +2,1.2 .. d FF -206.10 09 29. + 209.18 ", . . --/-208.85 .J 22 FIR � � a : //l1111C/ // // �� 3 • +2,,.35 2, .,9 CONCRETE s Q. . ° a °t a Q 65 2,1.2 a a aa 30"CEDR i 205 .4 205.67 11.29 30»CEDAR d 209.14 209.14 210.29 127 68 208.8417 Y � LIG 211.29 34 .04 � o » 217 a a a 208.96 -� 208.57 +204. 40 F --� `" 3.78 205.08 a 08.85 ` » .01 210.83 2�7 40 LOCO, 12P 210.79 /�'AN��• yp �A .�76'FIR 207.37? 2 2 a a �a 270.78210.49 210 `j2 .67 aA8.69 art?O',t1PPLE 207.57 .90 --1-206.45 f _�� + + g „ a 210.66 210-24,d a 1 0 "PEA 208.32 \ 3 » FIR es 210.53 ��� ! ° a 208.62 Q04.89 2118.56 . 21q..45 2id06 208 86 209.30 203. + + + . . ~ ' 208.58 207.78 . 20372 .,. 14 DE a " CIDIO a' �t 281 zoes _ 02 2 205. 0 �, .. �' � d 209.53 204.8 + 1 .g d ° a -� 208.85 --/-208.40 + 208.72 26"CED �. ., �``.y 207.96 «�.� . �208:a, 208.29 \ ' a -/-208.16 206.06 TRACT 43; EXCEPT NORTH 100 FEET AND EXCEPT WEST 158 FEET OF SOUTH 65 FEET OF NORTH 165, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO PLAT THEREOF RECORDED VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, STATE OF WASHINGTON. AND THE NORTH 100 FEET OF LOT 43, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, LESS THE SOUTH 40 FEET OF THE WEST 140 FEET, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 63, IN KING COUNTY, WASHINGTON. ASSESSOR'S PARCEL MUMBER 334210-3282 & 334210-3281 ADDRESS 2802 & 2820 PARK AVENUE N RENTON, WA 98056 BASIS OF BEARING (NN)" 1991) CITY OF RENTON) BASIS OF BEARING FOR THIS PROJECT IS A LINE BETWEEN A FOUND BRASS DISK KNOWN AS MONUMENT ID 1886 ANOTHER BRASS DISK KNOWN AS MONUMENT ID 266. CONTROL VALUES WERE HELD FOR THESE MONUMENTS TO HOLD THE MONUMENTS NAD83(1991) CONTROL VALUES AND A LINE BETWEEN THE MONUMENTS HELD AS SOUTH 89'03'54" EAST. BASIS OF ELEVATION NAVD88 (CITY OF RENTON) BASIS OF ELEVATION WAS ESTABLISHED BY HOLDING PUBLISHED NAVD 88 ELEVATION OF A CITY OF RENTON SURVEY CONTROL MONUMENT, KNOWN AS NO. 341 VERTICAL DATUM SOURCE: CITY OF RENTON DATABASE ID #:341 DESCRIPTION: MONUMENT LOCATION: NW COR INTX N. 30TH ST. AND PARK AVE. N.E. ELEV = 201.256' CHECKED INTO CONTROL POINT #266; CLOSURE 0.03' NOTES 1. ALL DISTANCE SHOWN ON THIS SURVEY ARE IN US SURVEY FOOT 2. UTILITIES ARE SHOWN PER FIELD OBSERVATIONS, AVAILABLE RECORDS AND UNDERGROUND LOCATE SERVICES WERE EMPLOYED FOR THIS PROJECT. FOR EXACT LOCATION OF UNDERGROUND UTILITIES POTHOLING SHOULD BE PERFORMED. 3. DATE OF SURVEY WAS SEPTEMBER 10, 2014 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. AREA 62,520 ± S.F. (1.435± AC.) REFERENCE SURYEYS 1. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NUMBER 1, VOL. 11, PG. 63 EXISTING EASEMENT NOTES PER FIRST AMERICAN TITLE INSURANCE COMPANY TITLE REPORT ORDER NO. 4266-2298057 DATED AUGUST 04, 2014 AT 7:30 AM AND ORDER NO. 4266-2304387 DATED AUGUST 11, 2014 AT 7:30 AM THERE ARE NO EXISTING EASEMENTS OF RECORD. VICINITY MAP 1 =500' xmumu pq LECEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ❑ MAILBOX ¢-- >__<1 LUMINAIRE (LUM.) fir❑ YARD LIGHT 0 POWER METER -0- POWER POLE 0 JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) 0 GAS METER GV Dd GAS VALVE Del WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER T BLOW -OFF / AIRVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) O FOUND REBAR/CAP (AS NOTED) ❑ FOUND LEAD/TACK A NAIL (AS NOTED) C�. HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT 1-G-� BUILDING LINE X CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE I-' HOGWIRE FENCE w WATER LINE G GAS LINE r(XX) OVERHEAD/UNDERGROUND TEL. LINE P(OH) OVERHEAD/UNDERGROUND PWR. LINE SD STORM LINE ss SEWER LINE CADCAR ROCKERY immomm KEYSTONE WALL DECIDUOUS TREE 0 CONIFEROUS TREE TREE DRIPLINE (RI) REFERENCE SURVEYS O- GUY POLE GUY ANCHOR TACT I FORMAT KATHLEEN & BRET NASH, VIOLETTE & PAUL SHILLAM ATTN: KATHLEEN NASH 2812 257TH PL SE SA MMAMISH, WA 98075 PHONE: 206-909-7308 EMAIL: KATHLEENOSERENELOTUS.COM OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe®comcast.net LANKTREE LAND SURVEYING, INC. ATTN: TREVOR LANKTREE, PLS 32320 111TH PL SE AUBURN, WASHINGTON 98092 OFFICE NUMBER: 253-653-6423 �Mrll'� �1�1�1►11�Ik THIS IS TO CERTIFY THAT THIS AMP OR PUT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF T OR P: Y -� J} 5/6/2015 TREVOR S. LANKTREE, PLS WASHINGTON REGISTRATION NO. 45789 R- 383016 mw ► 1" >_ c v N. 31 TH ST. z N. 30TH ST. W Q .O N. 29TH ST. a (n I w L11 N. 28TH PL. L Li SITE N. 28TH ST. w Go co N. 27TH ST. Q VICINITY MAP 1 =500' xmumu pq LECEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ❑ MAILBOX ¢-- >__<1 LUMINAIRE (LUM.) fir❑ YARD LIGHT 0 POWER METER -0- POWER POLE 0 JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) O SANITARY SEWER MANHOLE (SSMH) O CLEANOUT (AS NOTED) 0 GAS METER GV Dd GAS VALVE Del WATER VALVE (WV) FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER T BLOW -OFF / AIRVAC SIGN MONITOR WELL DIRECTIONAL ARROW SURVEY MONUMENT (AS NOTED) BENCHMARK SECTION CORNER (AS NOTED) O FOUND REBAR/CAP (AS NOTED) ❑ FOUND LEAD/TACK A NAIL (AS NOTED) C�. HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT 1-G-� BUILDING LINE X CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE I-' HOGWIRE FENCE w WATER LINE G GAS LINE r(XX) OVERHEAD/UNDERGROUND TEL. LINE P(OH) OVERHEAD/UNDERGROUND PWR. LINE SD STORM LINE ss SEWER LINE CADCAR ROCKERY immomm KEYSTONE WALL DECIDUOUS TREE 0 CONIFEROUS TREE TREE DRIPLINE (RI) REFERENCE SURVEYS O- GUY POLE GUY ANCHOR TACT I FORMAT KATHLEEN & BRET NASH, VIOLETTE & PAUL SHILLAM ATTN: KATHLEEN NASH 2812 257TH PL SE SA MMAMISH, WA 98075 PHONE: 206-909-7308 EMAIL: KATHLEENOSERENELOTUS.COM OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058-7832 OFFICE NUMBER: 425-260-3412 FAX NUMBER: 425-227-9460 EMAIL: darrell.offe®comcast.net LANKTREE LAND SURVEYING, INC. ATTN: TREVOR LANKTREE, PLS 32320 111TH PL SE AUBURN, WASHINGTON 98092 OFFICE NUMBER: 253-653-6423 �Mrll'� �1�1�1►11�Ik THIS IS TO CERTIFY THAT THIS AMP OR PUT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD SURVEY IN SEPTEMBER, 2014. DATE OF T OR P: Y -� J} 5/6/2015 TREVOR S. 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