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HomeMy WebLinkAboutF_Newcastle_Approved_Plat_161024_v1NOTES 1. HORIZONTAL DATUM: NAD 83/2011, WASHINGTON STATE PLANE COORDINATES- NORTH ZONE, BASED ON CITY OF BELLEVUE PUBLISHED GPS SURVEY CONTROL. THE BOUNDARY SHOWN HEREON REFERENCED THE FOLLOWING SURVEY SOURCES: A) RECORD OF SURVEY (ROS) RECORDED IN VOLUME 306 OF SURVEYS, PAGE 230 RECORDS OF KING COUNTY, WASHINGTON. B) C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 3, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON. C) LAKE WASHINGTON HIGHLANDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 239 OF PLATS, PAGES 4 THROUGH 6, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON. USED TO ESTABLISH THE CENTERLINE OF SE 80TH STREET. D) HEMMINGSON TERRACE ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 66 OF PLATS, PAGE 72, RECORDS OF KING COUNTY, WASHINGTON. E) RIDGEWAY TERRACE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 123 OF PLATS, PAGES 63 AND 64, RECORDS OF KING COUNTY, WASHINGTON. F) TERRY MEADOWS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 76 OF PLATS, PAGE 74, RECORDS OF KING COUNTY, WASHINGTON. G) TERRY MEADOWS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 75 OF PLATS, PAGE 29, RECORDS OF KING COUNTY, WASHINGTON. H) RECORD OF SURVEY RECORDED IN VOLUME 70 OF SURVEYS, PAGE 77 RECORDS OF KING COUNTY, WASHINGTON. 1) KING COUNTY ASSESSOR'S MAP FOR THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. J) CITY OF BELLEVUE HORIZONTAL AND VERTICAL CONTROL DATABASE. 2. BASIS OF POSITION (STATE PLANE COORDINATES AND CADASTRAL): HELD THE EAST QUARTER CORNER OF SAID SECTION 29 (ALSO KNOWN AS CITY OF BELLEVUE COB*0170 (N 199,349.818, E 1,306,404.781 GRID) - FOUND 3" SQUARE CONCRETE MONUMENT WITH 3/8" BRASS ROD AND PUNCH MARK IN CASE AT THE INTERSECTION OF SE 72ND STREET AND 116TH AVENUE SE, DOWN 1.1 FEET. SEE CITY OF BELLEVUE SURVEY CONTROL DATA BASE FOR A MORE DETAILED DESCRIPTION. 3. BASIS OF BEARING (STATE PLANE COORDINATES AND CADASTRAL): HELD THE BEARING BETWEEN THE ABOVE NOTED BASIS OF POSITION AND THE SOUTHEAST CORNER OF SECTION 29, TOWNSHIP 24 NORTH, RANGE 5 EAST (ALSO KNOWN AS CITY OF BELLEVUE COB -186 (N 196,689.217, E 1,306,361.015 GRID) - FOUND CONCRETE NAIL AT THE INTERSECTION OF SE 80TH STREET AND 116TH AVENUE SE TO BE N 0005633" E PER DIRECT INVERSE. SEE CITY OF BELLEVUE SURVEY CONTROL DATA BASE FOR A MORE DETAILED DESCRIPTION. NOTE VERIFIED LOCATION OF NAIL TO BE WITHIN 0.05 FEET NORTH -SOUTH AND 0.00 EAST -WEST OF CALCULATED POSITION BY CHECKING TO CITY OF BELLEVUE HORIZONTAL CONTROL POINT COB* 0189. 4. THE FOLLOWING DECISIONS WERE MADE TO ESTABLISH THE BOUNDARY SHOWN HEREON: A) HELD ALL NORTH -SOUTH LINES TO BE PARALLEL WITH THE EAST LINE OF SUBDIVISION PER ALL PLATS AND SURVEYS IN AREA. B) HELD ALL EAST -WEST LINES TO BE PARALLEL WITH THE SOUTH LINE OF SUBDIVISION PER ALL PLATS AND SURVEYS IN AREA. C) HELD THE CITY OF BELLEVUE SURVEY DATABASE POSITIONS FOR THE EAST QUARTER CORNER, SOUTHEAST CORNER AND SOUTH QUARTER CORNER AND REDUCED TO GROUND DISTANCES USING THE BELOW NOTED COMBINATION FACTOR D) CALCULATED THE SOUTHEAST QUARTER OF SAID SECTION 29. E) PRORATED THE TRACTS FROM THE ABOVE NOTED PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO. 3, TO FIT WITHIN SAID QUARTER SECTION AND ESTABLISHED THE LIMITS OF SAID TRACT 150. F) HELD THE MOST NORTHERLY LOT WITHIN TRACT 150 (TAX PARCEL NO. 3343300481) TO BE ONE ACRE PER STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 9809101921). THE SOUTH LINE OF THE NORTH 1.0 ACRE IS THE NORTH LINE OF THE SUBJECT PROPERTY. 5. MONUMENTATION NOTED AS FOUND WAS FIELD VISITED ON SEPTEMBER 29, 2014. 6. VERTICAL DATUM: NAVD 1988 PER CITY OF BELLEVUE SURVEY CONTROL DATABASE. MASTER BENCHMARK: CITY OF BELLEVUE BENCHMARK #384- FOUND 3" SQUARE CONCRETE MONUMENT WITH 3/8" BRASS ROD AND PUNCH MARK IN CASE AT THE INTERSECTION OF SE 72ND STREET AND 116TH AVENUE SE, DOWN 1.2 FEET. ELEVATION = 354.78 FEET. (NAVD 1988) SITE BM#1: GOLDSMITH SURVEY CONTROL POINT RHD*1- FOUND 4" SQUARE CONCRETE MONUMENT WITH 1 3/4" BRASS DISK AND PUNCH IN CASE, DOWN 0.5 FEET AT THE INTERSECTION OF SE 80TH STREET AND 113TH AVENUE SE. SEE MAP FOR PLOTTED LOCATION. ELEVATION = 278.39 FEET. SITE BM#2: GOLDSMITH SURVEY CONTROL POINT RHD*2 - FOUND 41' SQUARE CONCRETE MONUMENT WITH 1 3/4" BRASS DISK AND PUNCH IN CASE, DOWN 0.5 FEET AT THE INTERSECTION OF SE 79TH STREET AND 113TH AVENUE SE. SEE MAP FOR PLOTTED LOCATION. ELEVATION = 272.66 FEET. SITE BM#3: GOLDSMITH SURVEY CONTROL POINT RHD*5 - SET REBAR AND CAP 53.1 FEET SOUTH AND 1.5 FEET WEST OF THE NORTHWEST PROPERTY CORNER. SEE MAP FOR PLOTTED LOCATION. ELEVATION = 248.76 FEET. SITE BM#4: GOLDSMITH SURVEY CONTROL POINT RHD*1 D- SET REBAR AND CAP IN PATH 4.5 FEET +/ NORTHERLY OF THE NORTH EDGE OF A 24" MAPLE AND 69.8 FEET +/- WEST OF THE WEST END OF A 6 FOOT HIGH CHAIN LINK FENCE NEAR THE SOUTHWEST CORNER OF PROPERTY. SEE MAP FOR PLOTTED LOCATION. ELEVATION = 228.82 FEET. 7. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS NOTED OTHERWISE. GRID DISTANCES AND COORDINATES WERE REDUCED TO GROUND DISTANCES USING A COMBINATION FACTOR OF 0.999982604 WHERE GRID DISTANCE DIVIDED BY COMBINATION FACTOR EQUALS GROUND DISTANCE. 8. PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS FIELD LOCATED BETWEEN SEPTEMBER 29 AND OCTOBER 31, 2014 AND IS CURRENT TO THOSE DATES ONLY. ELEVATIONS WERE TAKEN ACROSS THE SITE AND ARE AVAILABLE ELECTRONICALLY BUT ARE NOT ALL SHOWN HEREON FOR SAKE OF CLARITY. 9. UNDERGROUND UTILITIES SHOWN HEREON ARE PER A COMBINATION OF FIELD LOCATED SURFACE OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION. 10. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN HEREON, IF ANY, ARE PER OLD REPUBLIC TITLE, LTD. PLAT CERTIFICATE ORDER NO. 5207126308 DATED FEBRUARY 6, 2015 AND SUPPLEMENTAL COMMITMENTS THERETO DATED PRIOR TO THE RECORDING OF THIS SHORT PLAT. ONLY EASEMENTS NOTED IN SCHEDULE B OF THE ABOVE NOTED REPORT THAT CAN BE PLOTTED ARE SHOWN HEREON. 11. THE SUBJECT PROPERTY CONTAINS 165,595 SQUARE FEET OR 3.802 ACRES. 12. PER FEMA FLOOD INSURANCE RATE MAP NO. 53033CO675 F DATED MAY 16, 1995 (NOT PRINTED), THE SITE IS DESIGNATED AS BEING IN ZONE "X," WHICH IS AN AREA DEEMED TO BE OUTSIDE OF THE 500 YEAR FLOOR PLAIN. 13. SEE CREATIVE LANDSCAPE SOLUTIONS ARBORIST REPORT FOR ALL TREE SIZE DIAMETERS, SPECIES AND DRIP LINE DIAMETERS. 14. EXCEPTION NO. 10 OF THE ABOVE NOTED TITLE REPORT IS FOR A 15 FOOT WIDE NON-EXCLUSIVE INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 9610020621. SAID EASEMENT IS ACROSS A PORTION OF TRACT 149 OF THE ABOVE NOTED PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE DIVISION NO.3 THAT BENEFITS THE SUBJECT PROPERTY AND IS PLOTTED HEREON. PARCEL A THE NORTH ONE-THIRD OF THE SOUTH 3.81 ACRES OF TRACT 150, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 3, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; THE SOUTH HALF OF THE NORTH TWO-THIRDS OF THE SOUTH 3.81 ACRES OF TRACT 150, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 3, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; PARCEL C THE SOUTH ONE-THIRD OF THE SOUTH 3.81 ACRES OF TRACT 150, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO. 3, ACCORDING TO THE PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 81, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M. CITY OF NEWCASTLE, KING COUNTY, WASHINGTON I� I- I I I I U UN 0 1Lo o (o I N -W M to N z1 I 30.00 rn � M M 0 z N88 47'05 "W 329.25 w o (NORTH 9 ACRE) Z Ito N88"47'05"W 329.25 1p PARCEL A w r- N88047'05"W 329.25 1 0 PARCEL B co r' co N88047'05"W lw 329.25 PARCEL C U) co co o N88 47 05„ W 329.25 1 r...,__NO 56 I I �P o I Z I 0 w X Lo0 N Lu Io Lo co I� W Lu M � O Z' ; o I ca 5 co N NM i o tN8�8*46'54"lff I FND 4" SQUARE CONC MON N,g V N I Z W/ 1-3/4" BRASS DISK & �cpp ops, cr "X" IN CASE, 0.O'N X 0.O'E V %A%' 0NGg0 ¢ SITE BM#2, ELEV=272 66�NO �g1p014 .3 2 it ffo d'cy)IQ 5� ► sz) SEE DETAIL I M- 156.31 156.31 N ^ co (BELOW) N88 47'05"W - IA� p K N132'50"E 30.00 _ 9 - - N88 47'05"W 2613.32 (COB GROUND HELD) _ .- 0 - -' - _ - - - _ _ _ _ _ _ _ _ _ 3.88 " N SE 80TH STREET FMD 4N8�47'05"W 653.37 " SQUARE CONC MON W/ n o 1-3/4 BRASS DISK & X IN N ^ 1� 0 50 100 200 CASE, DOWN 0.5; 01'N X 0.O'E SCALE: 1= 100 SITE BM11, ELEV=278.39 a I I 9 Ln z O D allw H 0 I QLn u�y W =vN q > vLL C) 2 W mo I � Q Ln Lu > d- 0_� Iia j Z -F- m�Y�Q Ln OR 8� W J N I COB*0170 o O -N:; I COB BM 11384 t FND CONC MON W1 318" BRASS IN Q o SE 72ND STREET PLUG & PUNCH IN CASE, DOWN 1.2' m _ N88 47'05"W 2613.32 (BASIS OF POS1110N) W r U -' MASTER BM 1296.18 (CALC) - 1317.14 (CALC) - ELEV=354.78 M o ;n x o z M I I Z I SECTION UNE N88'47'05 "W 2613.32 (COB GROUND HELD) 29 28 COB*0186 I i _ SE 80TH STREET N132'50"E 32 33 FND MAG NAIL 'q 0 0 0 - - _ 3.88 WITH 2-2 RPS � � o L ROW CENTERLINE - - - - ^ a N88'47'05"W 653.37 M �-' � m I U O DETAILLn Lo I IL � 0 5 10 20 N w z 0 I� W SCALE: 1 " = 10' o 0 ca a ca ca N p w Q o N88 47'05"W _ N N88 47'05"W _ W Z Q N - - - 17.14 0 41 c 1296.18 W s 13 M a "� Q I I I z Fes-- W F. O Lo a 1 Z I® tr)Mo a z �,pK pF M q CC M E o GRo���� LEGEND �, z °C j N,G N -(p3 I o IL N I !LTR ACT C its p�q Np. BM BENCHMARK w U50 pEN AQ V I q CALC CALCULATED p �,. O� z t�C � 1296.18 CALC 29 28 * COB CITY OF BELLEVUE W O - _ ( 1317.14 (CALC) COB 0186 >- Q FND MAG NAIL CONC CONCRETE 0 5 Z Z z N88 47'05"W 2613.32 (COB GROUND HELD) WITH 2-2' RPS FND FOUND � � W � Y COB*o NOT SE 80TH STREET 32 33 MON NOT VISJ7FD HELD PER COB POS177ON � I CN MON MONUMENT U 06 0 Ld RP REFERENCE POINT W W 0 250 500 1000 `� o n CN LL, SCALE: 1" = 500' Z 0 N u COB*0189 z z FND CONC MON W/ 3/8" BRASS PLUG SHEET IN CASE, DOWN 1.3' 2/10 Jos No.: 14134 ME' 11451MI lip 3224059006 Newcastle Crest LLC PO Box 6127 Bellevue WA ..w, 98008 Newcastle 3224059008 Estate Of Charles G Brown NEWCASTLE, KING COUNTY, PO Box 98529 Des Moines WA 98198 Newcastle 3224059076 Anderson Virginia 11428 SE 82nd St Newcastle WA 98056 11428 SE 82nd St Newcastle 3239000050 Irwin Susan 7701 111th PI SE Newcastle WA 98056 7701 111th PI SE Newcastle 3239000060 Faulkes Bradley & Kathy 7711 111th PI SE Newcastle WA 98056 7711 111th PI SE Newcastle 3239000070 Goddard Ruth 7721 111th PI SE Newcastle WA 1 98056 7721 111th PI SE Newcastle 3239000080 Hahm Chris & Mendez Jose 7729 111th PI SE Newcastle WA 98056 7729 111th PI SE Newcastle 3239000090 Wyatt Rick & Linda 7728 111th PI SE Newcastle WA 98056 7728 111th PI SE Newcastle 3239000100 Pomeroy Douglas & Cheryl 7714 111th PI SE Newcastle WA 98056 7714 111th PI SE Newcastle 3239000110 Anderson Tod 7702 111th PI SE Newcastle WA 98056 7702 111th PI SE Newcastle 3239000120 Ko Alvin & Evelyn 7626 111th PI SE Newcastle WA 98056 7626 111th PI SE Newcastle 3239000220 King Christian & Karen 11209 SE 76th PI Newcastle WA 98056 11209 SE 76th Ct Newcastle 3239000230 Biccum 11241 SE 76th PI Newcastle WA 98056 11241 SE 77th PI Newcastle 3239000240 Botros Talat & Raaous 7715 113th Ave SE Newcastle WA 98056 7715 113th Ave SE Newcastle 3239000250 Dowell Mary 11210 SE 77th PI Newcastle WA 98056 11210 SE 77th PI Newcastle 3239000260 Platz Bonnie 11206 SE 77th PI Newcastle WA 98056 11206 SE 77th PI Newcastle 3239000270 Beckman Brian 11202 SE 77th PI Newcastle WA 98056 11202 SE 77th PI Newcastle 3239000280 Chambers Jr William 11205 SE 77th PI Newcastle WA 98056 11205 SE 77th PI Newcastle 3239000290 Banker Michael & Joan 11215 SE 77th PI Newcastle WA 98056 11215 SE 77th PI Newcastle 3239000300 Le Sung 11227 SE 77th PI Newcastle WA 98056 11227 SE 77th PI Newcastle 3343300160 Anderson Jr Ray 11406 SE 80th Renton WA 98055 11406 SE 80th St Newcastle 3343300161 Strange Geoffrey & Maria 4201 120th Ave SE Bellevue WA 98006 7819 115th Ave SE Newcastle 3343300180 Wilson Randall & Kathleen 7628 114th PI SE Newcastle WA 98056 7628 114th PI SE Newcastle 3343300183 James Beverly 7727 115th Ave SE Newcastle WA 98056 7727 115th Ave SE Newcastle 3343300185 Wong Tomson 11402 SE 77th Ct Newcastle WA 98056 11402 SE 77th Ct Newcastle 3343300186 Eng Linda 11406 SE 77th Ct Newcastle WA 98056 11406 SE 77th Ct Newcastle 3343300461 Engler Stanley & Robin 7806 113th Ave SE Newcastle WA 98056 7806 113th Ave SE Newcastle 3343300480 Bodin-Johnson Bonnie 11230 SE 80th St Newcastle WA 98056 Newcastle 3343300481 Dwyer Craig & Veronica 7805 113th Ave SE Newcastle WA 98056 7805 113th Ave SE Newcastle 3343300482 Johnson Duane 11230 SE 80th St Newcastle WA 98056 11230 SE 80th St Newcastle 3343300483 Johnson Duane 11230 SE 80th St Newcastle WA 98056 Newcastle 3343300780 Brotman Susan PO Box 677 Medina WA 98039 Newcastle 3343300800 Consolidated Capital Nst PO Box 111397 Carrollton TX 75011 7900 110th Ave SE Newcastle 3343300820 Seelig Howard & Beatrice PO Box 6576 Bellevue WA 98008 108th Ave SE Renton 3345700005 Coad Frank 4348 Lincoln Ave NE Renton WA 98055 4348 Lincoln Ave NE Renton 3345700015 Goodwin Dc LLC 2246 81 st Ave SE Mercer Island WA 98040 Renton 3345700020 Goodwin Dc LLC 2246 81 st Ave SE Mercer Island WA 98040 Renton 4109800010 Finan Daniel 11325 SE 79th PI Newcastle WA 98056 11325 SE 79th PI Newcastle 4109800020 Singh Kamal Pai & Kuar Rattan 11332 SE 79th PI Newcastle WA 98056 11332 SE 79th PI Newcastle 4109800030 Hu Xin & Wei Huai 11328 SE 79th PI Newcastle WA 98056 11328 SE 79th PI Newcastle 4109800040 Shumskiy Victor & Renata 11324 SE 79th PI Newcastle WA 98056 11324 SE 79th PI Newcastle 4109800050 Yeung Anthony & Chan Dora 11318 SE 79th PI Newcastle WA 98056 11318 SE 79th PI Newcastle 4109800060 Wruble Mari 11310 SE 79th PI Newcastle WA 98056 11310 SE 79th PI Newcastle 4109800070 Chen Andrew 11302 SE 79th PI Newcastle WA 98056 11302 SE 79th PI Newcastle 4109800080 Phipps W Andrew & Shannon 11313 SE 79th PI Newcastle WA 98056 11313 SE 79th PI Newcastle 4109800090 Welch Christopher & Summer 11305 SE 79th PI Newcastle WA 98056 11305 SE 79th PI Newcastle 4109800100 City Of Newcastle 12835 Newcastle Way #200 Newcastle WA 98056 Newcastle 4109800110 City Of Newcastle 12835 Newcastle Way #200 Newcastle WA 98056 Newcastle 4109800120 City Of Newcastle 12835 Newcastle Way #200 Newcastle WA 98056 Newcastle 7312200080 Klansnic John 11317 SE 76th PI Renton WA 98056 11317 SE 76th PI Newcastle 7312200090 Dada Salim 11311 SE 76th PI Newcastle WA 98056 11311 SE 76th PI Newcastle 7312200100 Wirks Anh 11303 SE 76th St Newcastle WA 98056 11303 SE 76th PI Newcastle 7312200110 Tsuchida Dean 7638 113th Ave SE Renton WA 98056 7638 113th Ave SE Newcastle 7312200120 Pourmassina Shahla 11310 SE 77th PI Newcastle WA 98056 11310 SE 77th PI Newcastle 7312200130 Frost Jerry Scott & Lisa Leun 11316 SE 77th St Newcastle WA 98056 11316 SE 77th PI Newcastle 7312200140 Ames Carson & Megan 11322 SE 77th PI Newcastle WA 98056 11322 SE 77th PI Newcastle 7312200150 Shaffron Dirk 11317 SE 77th PI Newcastle WA 98056 11317 SE 77th PI Newcastle 7312200160 Ramsay-Loizeaux Family Trust 11309 SE 77th PI Newcastle WA 1 98056 11309 SE 77th PI Newcastle 7312200170 Jordan Thomas Paul 11301 SE 77th PI Newcastle WA 98056 11301 SE 77th PI Newcastle 7708000060 McCorriston Daniel & Marcy 11417 SE 80th St Newcastle WA 98056 11417 SE 80th St Newcastle 7708000070 Wilson John & Melissa 11409 SE 80th St Newcastle WA 98056 11409 SE 80th St Newcastle 7708000080 Chattra Skip & Yulai 11403 SE 80th St Newcastle WA 98056 11403 SE 80th St Newcastle 8589100160 Pemberton Thomas 11414 SE 80th St I Newcastle WA 98056 11414 SE 80th St Newcastle 8589100170 Hokenson Thane & Susan 11415 SE 79th St Newcastle WA 98056 11415 SE 79th St Newcastle 8589100180 Smith Howard Richard 11411 SE 79th Renton WA 98056 11411 SE 79th St Newcastle 85891001901 Lakeman jPaul 11410 SE 79th St Newcastle WA 98056 11410 SE 79th St Newcastle 85891002001 Dudik Anita 11412 SE 79th St Newcastle WA 98056 11412 SE 79th St Newcastle 8589100210 Adams I Davis & Kelly 111416 SE 79th St I Newcastle IWA 1 98056 11416 SE 79th St Newcastle SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M. CITY OF NEWCASTLE, KING COUNTY, WASHINGTON NE 43RD STREET _ SE 80TH STREET _ I N 0 50 100 200 300 SCALE: I" = 100' m N Z 0 y_Ny GLI cc I yoN m v c a as 3 a m X M �r F= N W d O m •� N WCA J CA � 0Lu � 0 Q CL o d Q V z V 0 z O f.� �- L -F Nu Q 0a c� Z 0- W °' O �- °-� LnCSG Ind oC 0 O LUQ Zz z z _ °- O L1J a p Lu LU Ce Q O CL Q C z 3/14 JOB NO.: 14134 E -7 - RCF 1 (ILLEGIBLE) I 0.3'N X 0.5'W I it o I 1 U I I a I s i x t SWH RIM=279.30- RHD -28 /E 8"(S)=272.59 MUAU- BARRIEI RCF ;l LS #3933 _ ,\,1.0'N X 0.2E SE 1/4, SE LEGEND ® ABV AIR -VAC BOX OF AV AIR -VAC GC? BM BENCHMARK [] CBI CATCH BASIN TYPE 1 O CB II CATCH BASIN TYPE 2 O CDT CONDUIT f tel" CLF CHAINLINK FENCE COB CITY OF BELLEVUE CONC CONCRETE } COR CORNER r CTR CHAN CENTER OF CHANNEL O+ DMH SANITARY SEWER MANHOLE EE EB ELECTRIC BOX - EC EDGE OF CONCRETE 0.j FNC FENCE FND FOUND GALV GALVANIZED RO GM GAS METER Q U GV GAS VALVE INT INTERSECTION LP LIGHT POLE MB MAILBOX ® MON MONUMENT PLA PLANTER ® PVLT POWER VAULT 0 RCF REBAR & CAP FOUND RET RETAINING WALL RHD- GOLDSMITH SURVEY CONTROL POINT RKY ROCKERY 0 SGN SIGN SMH SANITARY SEWER MANHOLE STBG GAS STUB (T TER TELEPHONE RISER R TSF TRANSFORMER R TVB CABLE TV BOX Q TVR CABLE TV RISER UG UNDERGROUND --a- UP UTILITY POLE ® WM WATER METER O WSP WATER SPIGOT N WV WATER VALVE X FENCE LINE G GAS LINE SD STORM LINE ss SANITARY SEWER LINE w WATERLINE oHu OVERHEAD UTILITY LINE SWH RIM=279.30- RHD -28 /E 8"(S)=272.59 MUAU- BARRIEI RCF ;l LS #3933 _ ,\,1.0'N X 0.2E SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M. CITY OF NEWCASTLE, KING COUNTY, WASHINGTON TVB CDT qu _T -SF CDT T TER c� 4 y. " + I WM CB I RIM=272.63 lE 6"(NE)=269.63 lE 12"(S)=2369.13 IE 12"(W)=269.13 CB I DMH RIM=277.83 RIM=273.08 lE 12"(E)=274.63 /E 12"(N)=269.08 lE 12-(S)=274.48 /E 12"(E)=269.08 6 CDT lE 12"(S)=269.08 TVR P G G G G SlBG TER 6' WOOD Mr SGN GV GA TE wJ. cn -ssr- ss -s 8" PVC SAN ss ss AV /N°- WM BOX Lo� wv , `o; € 5 280 r , 43 t v Ai' 3 1 °j 5p2 2d0 02 023 3 502 6 5 p234 1 23 50 s e2 2 W 5 5 5 53i 3 z 4 iu KE -.RHD-2A 9 I �g 80 _____- 5p2195010 � " l-........,sem 4 Q 0215 14 5 27 0 50 _ . \_. / ___,__ ... ---- g,5o2l 264 G T ARCEL #334 0480 �`� - -- -� '02,1 6 �-----260 _ - - -"-------- ------- RHD -3A 4 ---------- WELL ----------------------- - --- HEAD o l j WV c� M MFH I c� 1 c� f C) r 1 UJI or W 1 SGN � �f zl - 80LU f �, � o TVB a 1 Wf w 4 � � Tve � � CDT Q I ' LAKE WASHINGTON HIGHLANDS q y f VOLUME 239, PAGE 004-006 SMH N RIM=275.44 I r J CTR CHAN=268.35 TVR CB I RIM=272.55 lE 12"(N)=269.43 CB 11 1 RIM=277.24 TER lE 6"(SE)=270.05 /E 12"(N)=268.54 x T z� SGN SMH IE 12"(E)=26&54 28 RIM=273.17 .7 : lE 8"(N)=(COULD NOT ACCESS) (W/ STANDING WATER) ,.. y lE 87(E)=(COULD NOT ACCESS) f CL lE 8"(S)=267.76 4' WOOD oD� * , CTR CHAN=267.81 G 2" MPE /P GAS RAIL FNC D�4g� SGN 1 G 1 s G G G c G G G LP I f 6' WOOD FNC ROW PER GIS .EB 1 SD Lf SD s ss ss ' �s ss ss 8" DI SAN f - ---� ss ss ss ss -- �' 4s----3ss wV SGN, �Cr JERSEY B RIER ALL f3 E RET SGN / RCF WV Y ECbLOGY BLOCK � L� \ 0.1'N X 0.0E cru w nMBAVB TONE Z i j8 j7 ' 2i6 v '� 50u'E; t I 5u" 50� f 4'�-u IV 0001 i T LL 502 5 5 50 i5TG Z5003 - `� --- - \,'- d 5 5�.1 j �STv �- FND 4" SQUARE CONC MON, �W� 1-314" BRASS DISK & . w.•,' " (_ _ t` \� o / c "X" IN CASE, O.O'N X 0.O'E GRA VEL D o ;�/ S/TE BM12. ELEV=272.66 `�/ ,� 5� - - - _ _ "°_."„ -.RHD-1 A -; PIX \ / 1 b `WSP � 5� �''--•� 20 x 088 s _. E --------------- ----------------------- ti _ J \ dl P GRAVEL DRIVE G G RHD 53 / \ G' ---------- -------------- ' t 000 SHED �<r I N PARCEL _ ,o�� TAX PARCEL #3343300483 1155 FNC T - 'Z i SGN TER TVR \ , 30' ` 27E x { i X O I G d 2 dp ~ SMH �D R/M=271.86 lE 8"(E)=264.52 � /cJ lE 8-(W)=264.38--- x 2.0S PLA_ - 270 I RIM=283.20 lE 8"(E)=266.35 lE 8"(W)=266.35 a 0 z r f frl r 1 i SMH RIM=278.94 lE 8"(N)=265.47 \lE 8"(E)=265.29 IE 8"(W)=265.24 ID 4" SQUARE CONC MON W/ •3/4" BRASS DISK & "X" IN ISE, DOWN 0.5; 01'N X 0.O'E TE BM11. ELEV=278.39 m v) z 0 aO-41 ON z W O Z V 00 N v v) o M to i 0 N W -i a z o3 0 a � Q 5/11 SOB NO.: 14134 z W O Z f LL. U Ln Z Z V4 f tel" Lj O l� © .. RHD -18 / } 0 U r = O+ z Uj CL 6.. - U Z 0.j Q W c.. UjF- 0 CL LU Q U _ ce z 5/11 SOB NO.: 14134 1. HORIZONTAL DATUM: NAD 83/2011, WASHINGTON STATE PLANE COORDINATES- NORTH ZONE, BASED ONCITY OFBELLEVUEPUBLISHED GPS SURVEY CONTROL. 2.BASIS [>FPOSITION (STATE PLANE COORDINATES AND CADASTRAU:HELD THE EAST QUARTER CORNER [>FSAID SECTION 2Q(ALSO KNOWN A8CITY C}FBELLEVUEC{}B°O17O(N1QQ.34QG18.E 1.3U8,4O4.781GRID) ' FOUND 3"SQUARE CONCRETE MONUMENT WITH 3/8'BRASS ROD AND PUNCH MARK IN CASE AT THE INTERSECTION OF SE 72ND STREET AND 116TH AVENUE SE, DOWN 1.1 FEET. SEE CITY OF BELLEVUE SURVEY CONTROL DATA BASE FOR A MORE DETAILED DESCRIPTION. 3. BASIS OF BEARING (STATE PLANE COORDINATES AND CADASTRAQ: HELD THE BEARING BETWEEN THE ABOVE NOTED BASIS [>FPOSITION AND THE SOUTHEAST CORNER [>FSECTION 29.TOWNSHIP 24 NORTH, RANGE SEAST (ALSO KNOWN ASCITY [>FBELLEVUEC[>B°188(N1Q8.889.217,E1.3O8.381.O1S GRID) - FOUND CONCRETE NAIL AT THE INTERSECTION OF SE 80TH STREET AND 116TH AVENUE SE TO BE N 00056'33" E PER DIRECT INVERSE. SEE CITY OF BELLEVUE SURVEY CONTROL DATA BASE FOR A MORE DETAILED DESCRIPTION. NOTE VERIFIED LOCATION OF NAIL TO BE WITHIN 0.05 FEET NORTH -SOUTH AND 0.00 EAST -WEST OF CALCULATED POSITION BY CHECKING TO CITY OF BELLEVUE HORIZONTAL CONTROL POINT COB* U18Q. S. M{}NUMENTAT(JNNOTED ASFOUND WAS FIELD VISITED [>NSEPTEMBER 29.2014. 8. VERTICAL DATUM: NAVD 1088 PER CITY [>F 8ELLEVUE SURVEY CONTROL DATABASE. LEGAL DESRUPTUN PARCEL A THE NORTH ONE-THIRD DFTHE SOUTH 3.81ACRES [>FTRACT 1SU.C.D.HILLMAN'S LAKE WASHINGTON GARDEN [>FEDEN ADDITION TDSEATTLE, DIVISION NO. 3.ACCORDING TOTHE PLAT RECORDED |N VOLUME 11[>FPLATS, PAGE 81.RECORDS [>FKING COUNTY, WASHINGTON; PARCEL B THE SOUTH HALF OF THE NORTH TWO-THI RIDS OF THE SOUTH 3.81 ACRES OF TRACT 150, C. D. HILLMAN'S LAKE WASHINGTON GARDEN [>FEDEN ADDITION TOSEATTLE, DIVISION NO. 3.ACCORDING TOTHE PLAT RECORDED |NVOLUME 11[>FPLATS, PAGE 81.RECORDS [>FKING COUNTY, WASHINGTON; PARCEL C THE SOUTH ONE-THIRD [>FTHE SOUTH 3.81ACRES OFTRACT 1SO,C.D.HILLMAN'S LAKE WASHINGTON GARDEN [>FEDEN ADDITION TOSEATTLE, DIVISION NO. 3.ACCORDING TOTHE PLAT RECORDED |N VOLUME 11[>FPLATS, PAGE 81.RECORDS DFKING COUNTY, WASHINGTON; SITUATE |NTHE COUNTY [>FKING, STATE OFWASHINGTON. 48' DRIVING DRIVING PLANT. LANE LANE STRIP kfAk SIDEWALK, SEE STANDARD DETAIL VERTICAL CURB & GUTTER Li �ut ZO/*wu*Kuut/PJL CATCH BASIN, SEE STANDARD DETAIL SANITARY SEWER \—WATERLINE ON NORTH LINE SOUTH AND/OR WEST SIDE OF STREET AND/OR EAST SIDE OF UNLESS OTHERWISE STREET UNLESS 07HERWGE APPROVED BY CITY APPROVED BY CITY ENGINEER, DEPTH VARIES ENGINEER, DEPTH VARIES bQm PAVEMENTUB51GN BYCURRENT WASHINGTON STATE LICENSED CIVIL ENGINEER AND AS APPROVED BY THE CITY ENGINEER. 8B MIN. REQUIREMENTS, SBC. 4^37. v UTILITY EASEMENT REQUIRED (BOTH SIDES CITY OF NEWCASTLE LOCAL ACCESS STREET SEC11ON ROGER KUYKENDALL, P.E. 8/11/2000 ST -4 BY CITY DATE SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 El W.M. u co ca CITY OF NEWCASTLE, KING COUNTY, WASHINGTON CIO tA Ln tA uj PROJECT INFORMATION z w ZONING: R-4 0 TOTAL SITE AREA: 165,595 SF (3.80 ACRES) n - Wlwlw TAX PARCEL NUMBERS: 3343300480, 3343300482, 3343300483 0 30 60 90 ui DENSITY: SEE COVER FOR LEGEND Z_ SMALLEST PROPOSED LOT: LOT 8 (7,503 SF) co CT (n 00 CON uj / s G— / ^- `~ tD ss ps ss ss-6s—ss \ \` � RGr— V_� — � �� � � 7 7� 17_10 S 56,'jJtffj //'' 7) co co CO TRAC (ACCESS) x 1 1402 TFLu Ln 12 to TRACT Ir 12820 tn uj RHD -1 z uj 8456 SF z 9460 V 12�33 JS 10 V cQl Z CL ui s 250 244 Z A �IT BMW_ AR1,110 CL 777 cum 0 LA RCF ce (UN 0 GAVL STEEL Z' FMC COff-POST SHEET /` 6/10 VAULT STP-Rk06UTrALL— tF/- ol 294 CF �/ SX0.1' --77/7 8M 3 RH .RCF t�IARSTAD .. r — 0 2 EV48.76 �%, / LS 13731 sN _.�F 1 I o. '>v x o,3'W _ OOF DRAIN �--�� BBV A Y [7 R sY� PC = 10+94 65 RHD -18 ISM. RI 71.86 IE 3"(W)=26. Z RIM=215.48 IE 8"5.62 (W)-205.38 IE 8"(S)-205. ( U8) IE 8"(W= 5.61 (ST ) :e��FbNC COR / = u m W rn i m = 3 > 60 j _c Cie > '� 0 CL rn m W m c tri � Zo_ M 4 z W g 0 Z O CO lA SMH O �„ O WCL 4� Q Q O N Wuj z J RIM=278.94 z 0 O CL co f-, Q O O c. CL IE 8"(N)=265.47 czu z LL- L-W z Z V Q F— Q u IE 8"(E)=265.29 w L a - us o °� °- w N W j Lr.. >- CQ0 N 1E 8"(W)=265.24 0 0 c — f- uz �J < oao N N 0 ('Q� ce Q. V Q Lu ce w z SHEET 7 110 JOB No.: 14134 Lu .; TW: 274.0 6 o N BW: 268.0 0 z I 0 J go �i JJ 2' GRAVEL o j SHOULDER a d sY� PC = 10+94 65 RHD -18 ISM. RI 71.86 IE 3"(W)=26. Z RIM=215.48 IE 8"5.62 (W)-205.38 IE 8"(S)-205. ( U8) IE 8"(W= 5.61 (ST ) :e��FbNC COR d C O CD 0 W rn 8 3 > 60 j _c Cie > '� 0 CL rn m W m c tri � Zo_ M sY M 00 Z O CO lA Q to WCL 4� Q Q O N Wuj z J z 0 O CL co f-, Q O O c. CL J W > N :� z LL- L-W z Z V Q F— Q Lu mo u L a - us o °� °- w N W j Lr.. >- CQ0 N ,� <° 0 RJ Z c — f- uz �J < oao 1 N d C O d 3 0 0 CL rn m C sY M 00 lA Q to N_ M 4� Q Q O N Wuj z J z 0 O CL o CL O c. CL W z C.7 z Z V Q F— Q z z �Q u Z a - us o °� °- w C7 >- CQ0 ,1 ,� <° 0 �z Z�z Lij uz �J < oao 0 LAi 0 ('Q� ce Q. V Q u ce w z SHEET 7 110 JOB No.: 14134 SEE SHEET 7/l0 FOR ON—S/TE /NFORMA TION -,4� I 7 55F ; i 33S PAD I PAD ELEV NR _ 260..) 260.00 I 25° � p 2So L-------- — —• — J SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M. CITY OF NEWCASTLE, KING COUNTY, WASHINGTON 6H:1 V (TYP) P)l_ RAC D 256 3H:1 V( j I j (AC SS) 254 20 SFi j _.71 —.----. — \ f 252-- -c; �I�--•—.—. 240 -------- - - RCF HARSTAD PROJEC D / LS 13731 DAIRY EV 248.76 f \� J� 0. 'N X 0.3'W A\\3---- _ RHD -4A 192TH AVI la S 2�2 tip° r x 240 UN PROVED RO SD — .f t w. ry r 1 230 , "% 228--------_____ 220'" a / � FLOW Or4tkOL CTURE -- --230 IE=212.0 0 10 20 6mw _ \ f DETENTION VAULT NOTES; TOP OF VAULT = 231.0 BOTTOM OF VAULT = 212.0 INSIDE DIMENSION = 140'(L) X 20'(W) X 16.0'(D), INCLUDES 1' FREEBOARD LIVE STORAGE DEPTH = 14.0' DESIGN LEGEND Y PAVING SD STORM DRAIN SS SANITARY SEWER W WATERMAIN 0 CATCH BASIN (TYPE 1) NEW CONTOUR 260 0 SSCO B WATER METER \ SANITARY MANHOLE AIR VAC ASSEMBLY FIRE HYDRANT 7 1 6 I 5 1 4 1 3 1 2 1 1 8 9 10 11 12 13 14 15 RENTQN -248 1 246 244 S1 TE R 4 i R -1D ELE 228.82 — ---j 30' O CF f/ N #3933 X 0.1'E T x ti ;R jFmIt40W1159301'a 9 90TH AVENU, gyp, 0 LL J r -H w 0 LL J Lo I- LL J Lo 4 H J Lo 44 12" SDI RiM=215.4 tE 8"( -205.62 JE W =205.38 IE 8"(S)=205. ( 8) IE 8"(1 ' 5.61 (ST ) FNC COR t7 f pF NT GA VL EL FNC C POST qQ6 DAYLIGHT PI RRR-1 ,97 90 S p(D Y u- 0, 0 = CL L1J um m V z \ N UCD W /Z z� � / o 0 Zo Is W M E F- xo -6 V Z a W n W tAW ( W O<\0 FF -o .I W � RiM=215.4 tE 8"( -205.62 JE W =205.38 IE 8"(S)=205. ( 8) IE 8"(1 ' 5.61 (ST ) FNC COR t7 f pF NT GA VL EL FNC C POST qQ6 DAYLIGHT PI RRR-1 ,97 90 S p(D 0 N v'f L y z N W .J Lun W Z Q F 3 � a CL n Q ►i IF Iv ST U URE WO I u z V Z 1 ) R 1)v w p � T CDORF I �o uto Lu _! �o J U Z I u QZ O�-� J Cie. ce O V I } Q Q I o �o zzz ce CL W VNr rJ v Z Z O 00 uJ 1 NECT TO u g ce J E, T. CITY OF O "a- a N CATCH V -r u IN HBS ce w SIGN 60�-- Z SHEET WMH Qw 8110 Jos No.: 14134 U) 0, 0 L1J m V \ N UCD v I U-1 ca Zo Is M E F- xo -6 Z m a°n W �- ( O<\0 .I W � W c- 0 w mo © �uj� (n N N 7 Z QLn � N 0 N v'f L y z N W .J Lun W Z Q F 3 � a CL n Q ►i IF Iv ST U URE WO I u z V Z 1 ) R 1)v w p � T CDORF I �o uto Lu _! �o J U Z I u QZ O�-� J Cie. ce O V I } Q Q I o �o zzz ce CL W VNr rJ v Z Z O 00 uJ 1 NECT TO u g ce J E, T. CITY OF O "a- a N CATCH V -r u IN HBS ce w SIGN 60�-- Z SHEET WMH Qw 8110 Jos No.: 14134 OV D ROKO 7L 0 ST a °' SHEET a � —Z- L-9 / 10 ��' • a , . OB NO. 14134 SE 1/4, SE 1/4 SECTION 29, TOWNSHIP 24 N, RANGE 5 E, W.M. CITY OF NEWCASTLE, KING COUNTY, WASHINGTON LEGEND HEALTHY ON-SITE TREES TO BE RETAINED RETAINED TREE DRIPLINE x X HEALTHY ON-SITE TREE TO BE REMOVED * 0 UNHEALTHY ON-SITE TREE ..,.Q;,.= ■I�11 25% OF THE SIGNIFICANT TREES ON SITE ARE REQUIRED TO BE RETAINED. 89 SIGNIFICANT TREES WERE IDENTIFIED ON SITE BY CREATIVE LANDSCAPE SOLUTIONS. PER NMC 18.06.598 SIGNIFICANT TREE: AN EXISTING HEALTHY TREE WHICH, WHEN MEASURED FOUR FEET ABOVE GRADE, HAS A MINIMUM DIAMETER OF: A. EIGHT INCHES FOR EVERGREEN TREES; OR B. TWELVE INCHES FOR DECIDUOUS TREES NMC 18.16.150.13 THE TREE IS LOCATED IN A GROUPING OF AT LEAST FIVE TREES WITH CANOPIES THAT TOUCH OR OVERLAP: 5045314" Fir 2 5045115" Fir 2 5045214" Fir 2 50454 9" Fir 2 50455 14" / 18" Fir 2 50456 19' / 6" Fir 2 11. NMC 18.16.140 OTHER TREES RETAINED: 18.16.160 SIGNIFICANT TREES - PROTECTION MEASURES. Tree ID # Tree Size Tree Type Credit Eamed TO PROVIDE THE BEST PROTECTION FOR SIGNIFICANT TREES: A. NO CLEARING SHALL BE ALLOWED ON A SITE UNTIL APPROVAL OF TREE RETENTION AND LANDSCAPE PLANS; B. AN AREA OF PROHIBITED DISTURBANCE, GENERALLY CORRESPONDING TO TWO FEET OUTSIDE THE DRIP LINE 5044716" Fir OF THE SIGNIFICANT TREE, SHALL BE IDENTIFIED DURING THE CONSTRUCTION STAGE WITH A TEMPORARY SIX- 50359 9" Fir FOOT -HIGH FENCE; C. NO IMPERVIOUS SURFACES, FILL, EXCAVATION, OR STORAGE OF CONSTRUCTION MATERIALS SHALL BE 5036714" Fir PERMITTED WITHIN THE AREA DEFINED BY SUCH FENCING OR STAKES, D. A ROCK WALL SHALL BE CONSTRUCTED IF THE GRADE LEVEL AROUND THE TREE IS TO BE RAISED BY MORE 50369136" Maple THAN ONE FOOT. THE INSIDE DIAMETER OF THE WALL SHALL BE EQUAL TO THE DIAMETER OF THE DRIP UNE 5037010" 1 Fir OF THE TREE; E. THE GRADE LEVEL SHALL NOT BE LOWERED WITHIN THE LARGER OF THE TWO AREAS DEFINED AS FOLLOWS: b 1. THE DRIP LINE OF THE TREE(S); OR o 2. AN AREA AROUND THE TREE EQUAL TO ONE FOOT DIAMETER FOR EACH INCH OF TREE TRUNK DIAMETER Z MEASURED FOUR FEET ABOWE THE GROUND; AND F. ALTERNATIVE PROTECTION METHODS MAY BE USED IF DETERMINED BY THE DIRECTOR TO PROVIDE EQUAL OR CL GREATER TREE PROTECTION. (ORD. 20OS-311§ 1; ORD. 2001-248 § 34; ORD. 97-153 § 39; ord. 4S § 1. 1994; ord. a 18 § 1/ 1994). 25% OF THE SIGNIFICANT TREES ON SITE ARE REQUIRED TO BE RETAINED. 89 SIGNIFICANT TREES WERE IDENTIFIED ON SITE BY CREATIVE LANDSCAPE SOLUTIONS. PER NMC 18.06.598 SIGNIFICANT TREE: AN EXISTING HEALTHY TREE WHICH, WHEN MEASURED FOUR FEET ABOVE GRADE, HAS A MINIMUM DIAMETER OF: A. EIGHT INCHES FOR EVERGREEN TREES; OR B. TWELVE INCHES FOR DECIDUOUS TREES NMC 18.16.150.13 THE TREE IS LOCATED IN A GROUPING OF AT LEAST FIVE TREES WITH CANOPIES THAT TOUCH OR OVERLAP: 5045314" Fir 2 5045115" Fir 2 5045214" Fir 2 50454 9" Fir 2 50455 14" / 18" Fir 2 50456 19' / 6" Fir 2 11. NMC 18.16.140 OTHER TREES RETAINED: Tree ID # Tree Size Tree Type Credit Eamed S 5040216" Cherry 1 50446 15" / 11" Fir 1 5044716" Fir 1 50359 9" Fir 1 5036612" Fir 1 5036714" Fir 1 5036814" Fir 1 50369136" Maple 2 5037010" 1 Fir 1 TOTAL RETAINED TREE 22 MR. Z 2 0 0 Q sn U c u w CL CL 0 w a 40 60 - - - - - - - - - _ F t° „ v 20' 113TH AVENUE SE iiiiiiii122 SIGNIFICANT TREES REQUIRED TO BE RETAINED. o N �� //�� � � ��602316o?30 TBlACT5502x505p2gp 502 g 50238 150236 5 23 2350 5p23502350 5©5©232 57� 19 g 1 16 502 513 50012 5005 70 021oN 502 1 502 502 x ��5 5000 ~ (LANDSCAPE)5p2 5p215 5p21a 5p213 d 50221 I �,, `' • �t 21 5p2�,9 50 2 Z 1 P� C Z O U ...... o_ I I 0 I I N I I I I � i I I 5 2I I I I I (_.-....................... J 1 60456� � I / _ I 50455 TRACT (ACC'ESS) �' II � 5 t♦ 50449 VW 5044B I � ♦ I 1 50441 j' _ — • _ i 50AA6 1 / -rigAC.j• C ACCESS) x6040 50435 I_ — — — - — . _ . 58a6� j f 50433 I I X52 10 I TRACT E \ (CRITICAL AREA) — — —I L._._._._._._•— 5p211 5p212 _ _ f 5po I � i 5pV4 I I � I 50215 5p216 I 5 I I i I I 50812 50411 --------------------------------------- ROAD "A" 503`>.8 112TH AVENUE NE (UNIMPROVED ROM F- - ------ 62004 ---- 52004 i I I I I rI j } 504 0 14 I i I j I I I 50412 I JCX 503I1 I I I 5040° L -----------._._._.J I50402 I ♦ I p351 r. 5 i I I I I I I I I I i i I I I I I I I i I Imo— . i 5©358 / 5p3y9 ` I \ � fir, p360 3S� I 50361 5o I i Lf) 0 W co rn E U � o > vc W m� Lo M >_ 1— 0 Z La0 W CL Y CL C) I - a< w v- >> �co O LI.! m C) Ld10 Z0> 4- c N v - L91- Q � J N a� c 0 m rl F- RO S O" r . w r. o �Ctr Q cl)� O Z Lf) 0 W co rn E U � o > vc W m� Lo M >_ 1— 0 Z La0 W CL Y CL C) I - a< w v- >> �co O LI.! m C) Ld10 Z0> 4- c N v - L91- Q � J N a� c 0 m rl F- Z O u U LuO Q cl)� O Z Ln O N aLLI fl 0�caZ _j b W o Z Z LLI Li j CL o a 1000 15 ' I ► 1 i I1 03660 I �p361 �i s / 50361 50380 I t 1 I� 1 _.—.— —. — - � ` 50310. 000,I Z W Z O u U Z O ZCL 0�caZ Q Q o Z Z Z Z Li j Y 0O O cL 5 N O Q ceZ 10/10 JOB NO.: 14134