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24-100687-Property Survey-02.22.24ID # Species DBH Condition 1 Douglas Fir 14" Good 2 Pine 12" Good 3 Madrone 5",3" Good 4 Madrone 8" Good 5 Douglas Fir 10" Good 6 Douglas Fir SO" Good 7 Douglas Fir 9" Good 8 Western Red Cedar 18" Fair 9 Red Alder 4",5", 6", 7" Poor 10 Douglas Fir 6" Poor 11 Douglas Fir 7" Poor 12 Madrone 10" Fair 13 Crabapple 17" Fair 14 Flowering Cherry 19" Fair 15 Douglas Fir 28" Good 16 Douglas Fir 29" Good 17 Douglas Fir 31" Good 18 Red Alder 32" Poor 19 Deodar Cedar 22" Good 20 Deodar Cedar 22" Good 21 Douglas Fir 22" Good 22 Madrone 8" Fair 23 Madrone 11" Fair 24 Madrone 12",7' Poor 25 Madrone 10" Fair 26 Madrone 16',18',17" Poor 27 Madrone 12' Poor 28 Madrone 10" Poor 29 Pacific Dogwood 8" Good 30 Madrone 17" Good 31 Big Leaf Maple 14" Fair 32 Bitter Cherry 6",4" Poor 33 Purple Plum 8",4" Fair 34 Douglas Fir 30" Fair 35 Douglas Fir 31" Fair 36 Douglas Fir 28" Good 37 Plum 6",6",14" Poor 38 Plum 14" Poor 39 Red Alder 18",19" Fair 40 Plum 12" Fair 41 Plum 8" Fair 42 Fruiting Cherry 19" Fair 43 Western Red Cedar 30" Fair 44 Red Alder 28" Poor 45 Cascara 6" Fair 46 Douglas Fir 26" Fair 47 Red Alder 18" Good 48 Red Alder 17" Poor 49 Western Hemlock 20" Fair so Red Alder 10" Fair 51 Red Alder 14" Fair 52 Red Alder 14" Poor 53 Red Alder 16" Fair 54 Red Alder 14" Fair 55 Madrone 8" Fair 56 Cottonwood 50" Fair 57 Red Alder 12" Poor 58 Cascara 11" Fair 59 Red Alder 16" Fair 60 Douglas Fir 18",8" Fair 61 Douglas Fir 17" Good 62 Big Leaf Maple 21" Good 63 Willow 12" Fair 64 Willow 18" Good 65 Crabapple 13" Fair 66 Bird Cherry 14" Fair 67 Red Alder 1811,19" Poor 68 Douglas Fir 26" Good 69 Bird Cherry 14" Fair 70 Red Alder 17" Fair 71 Red Alder 17" Fair 72 Red Alder 8" Poor 73 Red Alder 8" Fair 74 Douglas Fir 16" Good 75 Red Alder 17" Poor 76 Red Alder 14" Poor 77 Red Alder 17" Fair 78 Red Alder 15' Poor 79 Willow 14" Fair 8o Red Alder 12" Poor 81 Cottonwood 55" Fair 82 Big Leaf Maple 8" Fair 83 Red Alder 18' Fair 84 Red Alder 15" Fair ID # Species DBH Condition 85 Western Red Cedar 6" Good 86 Western Red Cedar 40" Good 87 Western Red Cedar 6" Good 88 Western Red Cedar 9" Good 89 Western Red Cedar 26" Good 90 Western Red Cedar 24" Poor 91 Western Red Cedar 24" Good 92 Bird Cherry 6" Good 93 Bird Cherry 6" Good 94 Red Alder 17" Fair 95 Red Alder 14" Fair Red Alder 14", 16" Poor Red Alder 20" Fair Big Leaf Maple 24" Good V Douglas Fir 18"Fair Western Hemlock 10"Fair Western Hemlock 20" Poor 102 Red Alder 14" Fair 103 Madrone 10',13" Fair 104 Douglas Fir 31' Poor 105 Big Leaf Maple 40" Fair 106 Douglas Fir 18" Good 107 Big Leaf Maple V. Good 108 Douglas Fir 30" Good 109 Douglas Fir 26" Good 110 Douglas Fir 1W Fair ill Douglas Fir 32" Good 112 Bird Cherry 14" Good 113 Douglas Fir 36" Good 114 Douglas Fir 17" Poor 115 Douglas Fir 14" Fair 116 Douglas Fir 36" Good 117 Red Alder 12",17" Fair 118 Western Hemlock 19" Good 119 Western Hemlock 18" Fair 120 Red Alder 26" Fair 121 Douglas Fir 28" Fair 122 Douglas Fir 22" Fair 123 Douglas Fir 28" Fair 124 Douglas Fir 30" Fair 125 Douglas Fir 20" Fair 126 Douglas Fir 8" Fair 127 Douglas Fir 20" Fair 128 Douglas Fir 7" Fair 129 Douglas Fir 28" Good 130 Douglas Fir 38" Good 131 Douglas Fir 16" Fair 132 Douglas Fir 32" Good 133 Big Leaf Maple 16" Good 134 Douglas Fir 15" Fair 135 Douglas Fir 24" Poor 136 Bird Cherry 1V Poor 137 Bird Cherry 8" Fair 138 Bird Cherry 11" Fair 139 Western Hemlock 20" Fair 140 Douglas Fir 44" Poor 141 Madrone 16" Good 142 Western Hemlock 20" Fair 143 Bird Cherry 10" Fair 144 Douglas Fir 20" Fair 145 Douglas Fir 18" Fair 146 Douglas Fir 43" Poor 147 Douglas Fir 46" Good 148 Western Hemlock 14" Poor 149 Douglas Fir 26" Fair 150 Douglas Fir 26" Fair 151 Douglas Fir 19" Fair 152 Western Hemlock 20" Fair 153 Western Hemlock 36" Good 154 Red Alder 8" Good 155 Western Red Cedar 36" Good 156 Western Hemlock 24" Good 157 Western Hemlock 18" Good 158 Western Hemlock 17" Fair 159 Douglas Fir 38" Poor 160 Western Hemlock 28" Fair 161 Douglas Fir 36" Good 162 Douglas Fir 12" Fair 163 Western Red Cedar 14" Good 164 Western Red Cedar 18" Good 165 Western Red Cedar 15" Good 166 Douglas Fir 19" Good 167 Douglas Fir 28" Good 168 Western Red Cedar 14" Good ---- SD ❑ - - - - SD S� SDMH RIM EL=238.78' IE(N)12"CMP=231.20 IE(S)12"CMP=231.12 c,0 IE(NW)12"CMP=233.65 i so' I 51ST AVENUE SW ID # Species DBH Condition 169 Douglas Fir 36" Fair 170 Western Red Cedar 12" Good 171 Douglas Fir 15" Poor 172 Western Red Cedar SO" Fair 173 Western Red Cedar 12" Fair 174 Douglas Fir 19" Fair 175 Douglas Fir 8" Fair 176 Douglas Fir 20" Fair 177 Western Red Cedar 20" Good 178 Douglas Fir 22" Poor 179 Douglas Fir 20" Fair 180 Douglas Fir 32" Fair 181 Douglas Fir 18" Poor 182 Western Hemlock 17" Fair 183 Western Hemlock 18" Fair 184 Douglas Fir 26" Poor 185 Douglas Fir 36" Poor 186 Douglas Fir 26" Poor 187 Douglas Fir 38" Fair 188 Douglas Fir 17" Poor 189a Douglas Fir 30" Fair 189b Douglas Fir 30" Fair 190 Western Hemlock 14" Poor 191 Western Hemlock 13" Poor 192 Western Red Cedar 8" Good 193 Western Hemlock 22" Fair 194 Douglas Fir 36" Fair 195 Douglas Fir 21" Good 196 Douglas Fir 24" Fair 197 1 Douglas Fir 32" 1 Poor TOPOGRAPHIC SURVEY OF PARCELS 1021039001, 1021039016, & 1021039040 FOR JKM HOLDINGS, LLC • • 30 •• SCALE: ' 30' 30' I �o Ia, V) II CULVERT IE(E)12"ADS=211.75' M' 1898700040 CB II CULVERT 1898700050 IE(N)12"RCP=211.02' RIM EL=214.12 }� I CULVERT (NOT AS -BUILT) I I CULVERT IE(S)12"CMP=220.36' IE(E)12 ADS=211.20' CULVERT I 1121039129 I RETAINING WALL IE(N)12"ADS=219.71' CULVERT CULVERT CULVERT 1898700020 CULVERT I �, IE(N)12"CMP=221Z 42' IE E 4"ADS=222.87' IE(SE)12"RCP=210.16' 1 IE(S)12"ADS=211.50' CB TYPE I O 18987nnn�n I CULVERT MB I ,� \ �I \ MAG &FLASHER RIM EL=217.56 RT CULVERT I 1898700010 CB TYPE II IE(N)12"ADS=228.40' RIM EL=234.48' IE(N)12"ADS=210.30' / I \ 'LS 19635' IE(N)12"ADS=215.94 TRS II"ADS=222.8$' CULVERT IE(N)12"CMP=2-' VISITED 9/20/2023 IE(S)12"CMP=216.11 r t nc_��z CULVERT ^^c �• �IE(S)12"ADS=226.74' err IE(SE)12"CMP=231.66. SD A-4 28 15 C / l / N1. 7' " > O 2 13 E 2662.51 M ' LEGEND I _ I i o j \ (> 2662.42 R2 2662.17 R \ - I- ( ) (3 - - - A-4 28 08 R1 I I - - --- - - - 1- ) - -- - �- - o ---- G - I) I R=1081.51(C R1 \ \ \ ( / \---------------- MONUMENT - _ FOUND AS NOTED - - -21 � -- G__<_ ,----�---- ✓ � - O( ) \ � 1 #11 ( \ �� � , TAG: JHBR691�JCP-2=40------------------j----------- -, ---_ -r-�- - --- - HP 2 7 - IIW I / L-84.39 (M)(R1) / G-----�- G G \ \ \ 12" DIA \ 28 / ` �:� i"f-�._,� , _ / -226' O CORNER FOUND AS NOTED _-- I �- G G #25 #27 # t o ^786.122�� OHP HP OfjP /(#s \\ #1U \ \ #12 \ \ G G \ #32 �.\�- C N /: ❑ CATCH BASIN h� / OHP OHP OF`4P / OHP �' OHF� #26 24 - - - - #38 #37 1 /2" REBAR SET IN CON �h f - \ - -`-`� CULVERT DOWN 0.45' IN CASE I \ �% 1, j ,J 71.57'1R1E \\ \ \ \ \ \ _ _ _ / -OHS _ #43 - _ #23_ �I VISITED 9/20/2023 - _ �,. ( �,z a ( ) / _ - _ - ___FIRE HYDRANT -N j71.39'(M) \ �� \ \ z - _ _ / / / - _-#2s_ _#30 - _ _ _ _-230_ / N1'27'13"E 546.82'(C) 546.87' R1 TAG: JHBR69WCP1-45 S88*48'30"E _ -_ - _ - - _ �,� / / \ - \ \ 102) cs _� o _ _ _ NO TAG ( ) 14 1/2" DIA 29.38'(M) 29.46'(R1) \\ I �f i \ \ \ �028,OY,p \ xoQ' ' #21 #22 -_#3t - - - -13 1/2" DIA /� _ �i �\\\ # © GAS METER 1/2" REBAR & CAP / 7 ? \ #7 \ \ 4`S• �(MJ 2J \ o J v _ _ STONE MON W/ NO MARKING 'LS 1963 l� t '' \ \ \ ��32a a m - - �® / / -225 - - - #33 - - - - - � ss _ ' 5 GUY ANCHOR WIRE (SURVEYED HIGHEST POINT) VISITED 9/25 2023 J �' ( \ #s \\ \ \ d SL / ��(0 SL #40 # #44 / / W VISITED 9/21/2023 / \ 9� #13 _ / #34-1 / - _ _ - -#41z HBo HOSE BIB ��, \ \ \ # �` \ - -_ - - - _ / \� MB o MAIL BOX �, \ \ _#3_ _ 1, \, \� #4 #t -1 /2" REBAR & CAP 1 #18 #1s / /#35 / J TRS �� \\� 225 - - _ - �, 'LS 19635' / #46 #47 = TAG: 312078 161219 �� - VISITED 9/21/2023 36 U ® POWER JUNCTION BOX 12 1/2" DIA - - _ I �- 1/2" REBAR &CAP �� l� \ #2 - #14 / / - - #48 Q FAIPOWER TRANSFORMER 'LS 19635' SIGN VISITED 9/25/2023 SP/N: 1021039016 SL ® SOIL LOG 3 / \ / / �Q\ -_ - 224- I STORM DRAIN MANHOLE O❑ -� TRS ❑ TELECOM RISER / \ TREE -SEE ARBORIST TABLE / "\ #15 1/2" REBAR & CAP 0 UTILITY POLE CULVERT \ \ n IE(NW)12"ADS=220.95' _ r� ` 'D.B. JOHNSON \ �n ® WATER METER \ \y #16VISITEDASPEN- 9/21/2023 #17 \ \ ` #ss i DQ CULVERT WATER VALVE IE(SE)12"ADS=220.23' - - DITCH \ /. / \ / #67 \ � #42' / G GAS LINE VERTICAL DATUM RR IRRIGATION LINE - ABOVE GROUND (NGVD29) SURVEYOR'S REFERENCES CITY OF TACOMA BENCH MARK NO. 3031 SCRIBED 'X' I - - - - - - - - - - - MAJOR CONTOUR LINE ON THE SE CORNER OF A POWER VAULT AT THE NE CORNER THE INTX OF NE 53RD AVE & NORPOINT WAY. (R1) BOUNDARY LINE ADJUSTMENT' AFN 20080714900001 ti - - - - MINOR CONTOUR LINE (R2) RECORD OF SURVEY, AFN 8001319005 i \I/ 0 I OHP OVERHEAD POWER LINE C 0 N TO U R INTERVAL- (R3) RECORD OF SURVEY, AFN 20060221900002 1021039045 - - - - P POWER LINE - - - - SD STORM DRAIN LINE - - - - T TELECOM LINE W WATER LINE TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES HORIZONTAL DATUM NAD 83/11 WASHINGTON NORTH ZONE ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS IRR METHOD OF SURVEY AND FIELD EQUIPMENT UTILIZED: CONVENTIONAL FIELD TRAVERSE METHODS (UTILIZING A TRIMBLE S5 AND/OR SX12 TOTAL STATION) AND GPS RTK ROVER METHODOLOGY THIS SURREY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF- THE "SURREY RECORDING ACT" CHAPTER 58.09 RCW AND 332-130 WAC SSMH TYPE 1 48" RIM=243.51 IE 8" E.=236.28 *4" KNOCKOUT NORTH AND 8" \ - - _ KNOCKOUT SOUTH (PER ASBUILT) � - -- 228- - f 1/2" REBAR &CAP / / \ � _.- 'LS 19635' (J41/ - - - - - - - - (_227/ VISITED 9/25/2023 jCD / l ll \\ \23S. \ \ _ \ \IRR \ IRN�- \Z +R� = - �R- _ - -- �i r _ 22,\ _/ / / / J / / / \ \ / \ b \ \ \ \ \ \ �245� 1 " SOUTHEAST QUARTER r 227- \ - - \ ;M / \ \ 1/2 REBAR & CAP SECTION 10 - - - - 1233.55'(C) 1233.44' R1 / / / � � \ TN W 'X' DOWNO.' =226 - - - - - - - - ( ) / \ 'LS 19635' VISITED 9/ /2023 3 - - - - - - r r - '� TF - . � -' - - % VISIT --- -- D 0 ` f \ 9/20/2 J \ 777 -7- .. \ 447.43 (C 447.45 R1 ! - # - - - -- _ \ #83 / ate\ / ��•� 1 I #118 (') --- 600.60'(M) 600.38'(R1)� o ,tn Jt �49- - - - _ 56 #57 - - - - - / � � / - - - -' ` ' - - - /#148 147 / / / /� �t �J \ U M •- - - #55 \ \ - �J 'S0r #92-0#93 #95 #117 l / I / / j / - - - - / / i - J _�_ oo ao 120 #183 CD 1 \ SL \ #79 #81 \ #84 91 ® j ( / / / 145 / / / / i - - - - - - #182 i i #184 / - _ - - - oo N I # # / 116 / # 185 / #50 I 225 �`®t/ #82 // SL-f / / I I �# / / / / / 1/2" REBAR & CAP / # - - - - I #89 -j / // / J I I P/N: 1021039001 // / #t44/ / f / / // - - _ - (UNREADABLE) #51 #so #85 I / #90 / / / / / / / / -#146 / / #150� - - - VISITED 9/20/2023- W 1 #58 \ \ �' I / ( \ y / o , / / / #115 / / / / / / / - _ /#1st - - �1ao SL / / / #1a7 1/2" REBAR & CAP \---224-- i / \ \ // ^p��� // // / // / // // /�� // t49 ti # /�® / #186 / 'LS 19635' J #52-"~ Ss I #as- \ �� / �� o / / t #114 / / / / / // �# _ , VISITED 9/20/2023 I #54 # I 1 \ \ ^� / / / / 152 179 / = I #53 - - - - - �\ I \ \ t� 7� / / 1 #119 / #141/ / / #14l /' / / / / # #153 ''; j 1 1 / /� / / / U \ so I � aa I \ � � // / / / 1 �7�r�^�;�}.� / /#140' / / / / � 1� � _ �� # i / / #1as / � i 7 # #77 I #102 cP / \ 7 of - \ I / 1 / I I I / #143 // // #5 � // / / 7 cQ #53 \ #76 I / I sr. / / / \ 1 / I / / / / / co G #78 / / \ > / \ j / / - / / co m 6 I \ #61 #75 _ , #72 �-; } / I \ cs�, j #112,/ \ / / / / / #189a co to _ r / ` \ #1131 / #139 I / / / I #189b / / 1021039032 #71 I#731 ��, \ 1 1 / I I / #1so #1s1 #74 / \ #Too r I I \ #101 fill1 N \ I / / HB I� _ _ _ #156 a, r 62 \ -- I cp # // - / / I \CPI #110 \ #121 \ \ I I 13s / #178 #192 / / \ #saw.. �'�i I I I \-#123 \ I I# \ \� \ `� / #177 \ { i / 0,50� / #tss / I / I I I MvN#104 #125 #1570 #109 122 P/N: 1021039016 Q#99 \\ #13700 #64 #124� °D136 #176 &00 #126 �#128 #158 #164 #�75 O #103 #108 1 #195 Z N �{I #68 MSL� 22 #159o. #97 #135 #172 J 1`J #129 #162 #16671 #193#69 107 #133 #170 509.09'(C) 509.10'(R1) #106 \#134 \ i4#t32 #1s4#1\ #1s�i Al 871.74'(C) 871.83'(R1) 1021039045 #131 \/� \ /a 292.21(C) 292.43'(R1),� \ \ \ � #167 \ _ �?' ,} 70.43'(C) 70.30'(R1) N1'26'58"E 1520.55'(C) �600.60'(C) 600.38'(R1) 0 1021039046 0 ` 1/2'" REBAR (NO CAP)T-7 FENCE 1S ON 1021039018 PROPERTY LINE i ��� o VISITED 10/12/2023 1/2" REBAR & CAP PO \ 1021039042 'LS 19635' 9011 J `\ VISITED 10/12/2023 I I 1021039015 LEGAL DESCRIPTIONS PARCEL NO. 1021039016 (PER TICOR TITLE COMPANY ALTA COMMITMENT NO. 70209375 DATED JULY 20, 2023) PARCEL 1 THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, AS FOLLOWS: BEGINNING ON THE EAST LINE OF SAID SECTION 10 AT A POINT 1,046.83 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION; THENCE RUNNING SOUTH 63110'00" WEST 33.36 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE RUNNING NORTH PARALLEL AND 30.00 FEET DISTANT FROM THE EAST LINE OF SAID SECTION 545.00 FEET; THENCE ON A CURVE TO THE LEFT, A RADIUS 27.00 FEET, A DISTANCE OF 65.00 FEET; THENCE SOUTHWESTERLY ON A CURVE TO THE RIGHT A RADIUS OF 1,112.958 FEET AND PARALLEL TO AND DISTANT 30.00 FEET FROM THE SOUTHEASTERLY LINE OF INGRAM DRIVE IN HEALY PALISADES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 33 OF PLATS, PAGE 45, RECORDS OF KING COUNTY, WASHINGTON, A DISTANCE OF 50.00 FEET, MORE OR LESS, TO A POINT 107.00 FEET WEST ON THE EAST LINE OF SAID SECTION MEASURED AT RIGHT ANGLES THERETO; THENCE SOUTH PARALLEL WITH SAID EAST LINE 553.00 FEET, MORE OR LESS, TO A POINT 86.29 FEET" SOUTH 63°10'00" WEST OF THE TRUE POINT OF BEGINNING; THENCE NORTH 63010'00" EAST 86.29 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 2 THAT PORTION OF GOVERNMENT LOT 1 AND THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 10, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY,WASHINGTON, AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 10 AND RUNNING THENCE NORTH ON THE EAST LINE OF SAID SECTION, 1,047.83 FEET; THENCE SOUTH 63110'00" WEST 119.65 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH PARALLEL TO THE EAST LINE OF SAID SECTION, 553 FEET, MORE OR LESS, TO A POINT 60 FEET FROM THE SOUTHEASTERLY LINE OF BLOCK 4, HEALY PALISADES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 33 OF PLATS, PAGE 45, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTHWESTERLY PARALLEL TO AND 60 FEET DISTANT, MEASURED AT RIGHT ANGLES THERETO FROM SAID SOUTHEASTERLY LINE OF SAID BLOCK 4 TO A POINT NORTH OF A POINT SOUTH 63010'00" WEST 67.14 FEET FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH PARALLEL TO THE EAST LINE OF SAID SECTION 493 FEET, MORE OR LESS, TO A POINT SOUTH 63°10'00" WEST 67.14 FEET FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 63010'00" EAST 67.14 FEET TO TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON PARCEL NO. 1021039001 (PER TICOR TITLE COMPANY ALTA COMMITMENT NO. 70209374 DATED JULY 20, 2023) LOT 1 OF BOUNDARY LINE ADJUSTMENT NO. 07-105931 RECORDED UNDER RECORDING NO. 20080714900001, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL NO. 1021039040 (PER TICOR TITLE COMPANY ALTA COMMITMENT NO. 70209392 DATED JULY 26, 2023) LOT 2 OF BOUNDARY LINE ADJUSTMENT NO. 07-105931 RECORDED UNDER RECORDING NO. 20080714900001, IN KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON 10 INDEX: IN THE NE 1/4 & THE SE 1/4 ALL IN THE SE 1/4, SEC 10, TWP 21 N, RGE 3 E, W.M. LARSON AND ASSOCIATES LAND SURVEYORS ENGINEERS PLANNERS 9027 PACIFIC AVENUE, SUITE 4 10011 BASE TACOMA, WASHINGTON 98444-6247 2/12/2024 (253)474-3404 / FAX (253)472-7358 OO�