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09-101793 PlansCB -TYPE it SOLID LID RIM = 432.30 I.E. = 424.75(N) I.E. = 424.75(S) SSMH -----� RIM = 433.32 I.E. = 427.92(MC) CB -TYPE I RIM = 432.69 I.E. = 429.59(N) I.E. = 429.59(S) IE'.S ARE CAPPED BOUNDARY/TOPOGRAPHIC SURVEY SINGH MILITARY ROAD SITE ' 4 A PORTION OF S.W.1/4, N.E.1/4, SEC. 4, T-21N, R-4E, W.M. 5 s CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON SSS / 1 DATUM: NGVD 29 Pam► ,' .t t DA rUM BENCHMARK 4 .F 1` (KING COUNTY PT. NO. 6808-NQTR 04-21 -04) 4"x4" CONCRETE MONUMENT WITH 3" BRASS .DISK,. SET 0.2' BELOW GRADE. PUNCH MARK IN THE CENTER OF THE DISK, AND STAMPED WITH THE / 1 I AGENCY, AND SECTIONS. LOCATED IN THE CENTERLINE OF S. i 5 ` 1 , 288th ST. AND t 100' EAST OF 23RD PL. ND 1/2" REBAR W/CAP / � \ ELEVATION = 483.61 1• , . i' � � 19635 0.9, N. 9F LINE o s: \ N�, FND 1 /2" REBAR W/CAP 19635" 1.0' N. OF LINE / ' r s5..f88 12.3 \ 28/FAFIR187.T / � 4 -0 1 'HEMLOCK / f f N8817 01 W 647.3 10 16=- ItMLOCK 04 a s5` �. sy WK��0 6E / / SSMH no / . f / (\ / ;2'lFIR 410 RIM = 429.87 �' s I.E. = 419.57(MC) C� s.. 's / 32" CB -TYPE 11 SOLID LID 4.j • ' • . / / -' ' ' RIM 428.30 I.E. 421.55(N) I.E. = 421.35(S) s s .1. / / j ` 20" CED/4R 1.17 = 424.25(W) 5.OLF 12" CONC 08.4075 / CEDA' \ \ CB -HYPE ! Sti i3 / 3 'f CEDAR 16" CEDAR \ ` RIM 428.32 �/ « I.E. 424.67 N) y. 181 CEDAR _ - 414 -. r ( I.E. 424.67(E) 00 I.E. = 424.62(S) 03. IN A r SOLIDYLID II n Ns ps "^`.(�` f ... \ FIR \ r� RIM 425.85 no ' Ir► �l \ \ 42" FIR 4" FIR \ \ r I.E. 419.90(N) o R`q 2 ' ' , \ 32" FI I.E. 419.90(S) ( \\ 2" FIR \\R I.E. 420.30(NW) FIR 22" FIR .3LF 1,2" CONC ® 17. $35% CB -TYPE I 1 s's ., 'ol j J 24" FIR\ RIM - 425.94 �2,. CEDAR 5 , 14 CEDAR \ I.E. = 421.89(N) '`�►.d i � 414 22" FIR " \ 1.E. = 421.79(S) 4.5 s' 4' i I I.E. = 421.74(SE) c s 20" CEb I.E. = 421.89(W)� rss \ 28 Ft s t 38" �IR 41.7LF 12" CPEP 02.$3% s. ' . "\ 6' CHAIt�t LINK o ca O CB -TYPE { \FND 1 /2 "�EBAR W/G P ' \ �a NW7 01s i* w RIM , 425.46 37540 S01'E 1.1 - _ _ _ _ _ - _ - -- `� 5a DAY' I.E. - 420.61(N) � . ' S ;� . � � No cp LE. = 420.61(S) N s s -A SSMH 5 K.C.S.C. PT. NO. 6808 RIM = 424.98 PUCH IN 3" BRASS DISK CAR ON TOP S IN CONC. IN CASE K.C.S.C. PT. N685 X IN 3 BRASS S D1, 7/14/08 s s (VISITED JULY -'08) IN CONC. IN CASE 33 , (BASIS OF BEARINGS) (VISITED JULY '08) s N88'14 01 W 2639.53 K.C.S.C. 2639.52' R 2639.50' M) 33 34 4 352.00' 4 3 ` a LEGAL DESCRIPTION- (CHICAGO TITLE A.L.T.A. COMMITMENT ORDER No, 1216819) THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE WEST LINE OF SAID SUBDIVISION AT A POINT 955 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH 180 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION TO THE EASTERLY LINE OF OLD MILITARY ROAD AND THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE EAST PARALLEL WITH THE SOUTH .LINE OF SAID SUBDIVISION 660 FEET, MORE OR LESS, TO THE EASTERLY ARM OF DRAINAGE DITCH; THENCE SOUTHWESTERLY ALONG SAID EASTERLY ARM TO INTERSECT A LINE WHICH IS PARALLEL TO THE SOUTH LINE OF SAID SUBDIVISION AND 180 FEET SOUTH (MEASURED AT RIGHT ANGLES) FROM THE NORTH LINE OF THE TRACT HEREIN DESCRIBED; THENCE WEST ALONG SAID PARALLEL LINE, 460 FEET, MORE OR LESS, TO THE EASTERLY LINE OF OLD MILITARY ROAD; THENCE NORTHERLY ALONG SAID EASTERLY LINE TO THE TRUE POINT OF BEGINNING. NOTES 1. THE ALIGNMENT OF MILITARY ROAD AS DEPICTED HEREON WAS CALCULATED FROM THE NOTES CONTAINED IN KING COUNTY FIELD BOOKS 503E AND 534. 2. AN EXTENSIVE SEARCH OF BOTH PRIVATE AND PUBLIC RECORDS WAS PERFORMED DURING THE COURSE OF THIS SURVEY. NO INFORMATION DEFINING THE THE LOCATION OF "EASTERLY ARM OF DRAINAGE DITCH" REFERENCED IN THE LEGAL DESCRIPTION WAS DISCOVERED. THE EASTERLY BOUNDARY AS DEPICTED HEREON IS APPROXIMATE AND REPRESENTS A LINE BETWEEN THE INTERSECTION OF THE NORTH AND SOUTH BOUNDARIES WITH THE WEST TOP OF BANK OF THE WESTERLY DITCH. 3. THE WETLAND BOUNDARY DEPICTED HEREON IS A FIELD SURVEY OF A DELINEATION BY WATERSHED DYNAMICS. 4. NO LOT CORNERS HAVE BEEN SET DURING THE COURSE OF THIS SURVEY. ao -� M aC O 0 9��'�]]]]}}}} N N L5=07*50'00" R=1432.69' L=195.87' M 169.54' 10. N88'17'01 "W N 512.55' x SITE 0 0 LO w 0 LO 5 4`✓ 2656.45' 4 N881 701 W PUNCH IN BRASS ROD W. IN CONC., IN CASE (NOT VISITED THIS SURVEY) _o N N<fl o� z 3" BRASS DISK C:01� MARKED "1 /4 CORNER 9 SEC 4 - SEC 9 LS 8034" (NOT VISITED THIS SURVEY) THEORETICAL r--Cl /4 52s 8 ._._. MERIDIAN: WASHINGTON STATE PLANE, NORTH ZONE, HPGN 83/91 PER KING COUNTY SURVEY CONTROL 0AM OF BEARINGS= THE N. LN., N.E. 14, SEC. 4, T-21 N, R--4E, W.M. BEARING N88'14'01 'W 408 .0� S 3MH ----� RIA = 409.48 I.E. = 401.13(MC) bo r / / A-08 3�c� A- 1fi'� CATEGORY III WETLAND / �� /z .�0 \. SP-050708-01 10,29$ SQ FT SP-050708-02 A-07 +/ fob" WETLAND BOUNDARY ,N� p lb P�-05 / /a CENTERLINE - �� / / / /� BINGAMAN CREEK F A-04 Q� -03 P-050708-04 SP-050708-03'oJ`' / / / GPM�E NO kl 9 A-02 6WIRE FENCE / A-01 OU SP-050708-05 / - 409.4 FND 1 /2" REBAR W/CAP "37540" S61'41'W 2.4' \ \ ! 40$,.- SSMH RIM = 411.00 I.E. = 401.70(MC)18" S-NE 7 I.E. = 402.40(8")E 0 �i J� REFERENCES / �oco j WOOD 3RIDGE 1. KING COUNTY ASSESSORS MAP OF NE 04-21-04, DATED DEC 17, 2007. 2. KING COUNTY SURVEY. CONTROL. 0 3. CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT ORDER No. 1216819. N 4. RECORD OF SURVEY, REC. No. 20030305900008. 5. RECORD OF SURVEY, REC. No. 8812089001. 0 6. RECORD OF SURVEY, REC. No. 890615P003. 0) 7. RECORD OF SURVEY, REC. No. 8806069002. 8. RECORD OF SURVEY, REC. No. 9408129009. 9. RECORD OF SURVEY, REC. No. 9806169002. 10, RECORD OF SURVEY, REC. No. 20031016900003. 11. RECORD OF SURVEY, REC. No. 20050831900016. 12. THE PLAT OF TRESDEN PLACE, VOL. 207/67-70. 13. THE PLAT OF KINGSPARK DIVISION No. 3, VOL. 83/5. 14. THE PLAT OF ALTHONE, VOL. 107/5-6. 15. THE PLAT OF WINDSWEPT, VOL. 233/93-96. 16. KING COUNTY FIELD BOOKS 503E AND 534. 17. LAKEHAVEN .SEWER DISTRICT SEWER PLAN AND PROFILE NORTHEAST SERVICE AREA, 2613.35' SHEET 3 OF 5, DATED JULY 63. 4 3 "X" IN LARGE BOULDER (NOT VISITED THIS SURVEY) SUBDIVISION OF: N.E.1/4, SEC. 41 T-21N, R-4E, W.M. PER COORDINATE VALUES DEPICTED ON RECORD OF SURVEY, REC. No. 20030305900008 APPLIED TO K.C.S.C. PT. No. 6807 AND THE DIRECTION . TO K.C.S.C. PT. No. 6808 (BASIS OF BEARINGS) WOOD BRIDGE ti 0 GRAPHIC SCALE 30 0 15 30 60 ( IN ]FEET ) 1 inch = 30 ft. LEGEND (R) RECORD OF SURVEY, REC. No. 20030305900008 (K.C.S.C.) KING COUNTY SURVEY CONTROL (M) MEASURED EX. FIRE HYDRANT g EX. WATER GATE VALVE ® EX. WATER METER O EX BOLLARD -0- EX. UTILITY POLE �----� EX STORM CULVERT QQ EX. CATCH BASIN -TYPE 11 110 EX. CATCH BASIN -TYPE I Q EX. SANITARY SEWER MAN HOLE _10 -01 � EX. CHAINLINK FENCE -X- X- EX WIRE FENCE REV. NO. ` DA7E DESCRIPTION -- DALEY-MORROW-POBLETE, INC. �'��,P 726 AUBURN WAY NORTH Q' QWA AUBURN WASHINGTON 98002 � 4E •; yiyc� PHONE: (2535333--2200 (FAX)333-2206 22962 ti� Q�w ENGINEERING - SURVEYING sip �' s T E� 5� ® Nq L LAND PLANNING C pND trocorporated � MN AND INDERJIT SINGH 29828 18th AVE. S., FEDERAL WAY, WA. MW PHONE No. (253)529-9545 r BOUNDARY/TOPOGRAPHIC SURVEY (!MILITARY ROAD SITE EXISTING CONDnxm or MR � 1" = 30' D1 08230T WE `JAN '09 if01e� 08230 APPROVED 1y 1, i ( ..�_ .�: ..... _. I 1. -' ,• J�--�y��_ �� � /^.. P t F �4�j j y�_,). � T 1.�:, .._.,.��—ice r �_::_.„ <...__.�_.._-��__ _......k--� ,__.:: _..�- ..--"�'_•: __a--c_.,.-..___"___;irr_. �t o—a—.r-. s• r � ____ .._.. ._ ♦ 1 _- �_ �, t - - - _... - --�-- 1 cif / �, I 221 `���/ i.. _.f• I- `°1 J✓ ' — 3 ` a I x +�{, /. 4 `1 // y J J I Cy 1{ f / �,! SPLITRAIL FENCE PACE11 .�. _ , � ` ; / f , ` � STORM DRAIN/OPEN OLD R/W _ I y .WETLANDS � �. ; /// i j` UNI-f /// /' t1! yi C I TEi. O 1 YiJ C '\ M e f .f/ //�f f �/ { _'.r—. _...�..� .—.�...! ! I (I,047SF) ,sjENSITIVEAREASIGN '�.\ ,�\ / .1..f1` �' (NQN REGULATED) f \ - } —}— 65, 1 2 Ic Sp {. ~` } - }_ 47.12 r' \\� }' - ter` B..._ "�wR...„i...,,.. - ( - ,.w, p--.,._........T... .,..—_ i , Tf i� ',•- v�ry 1 y� f. _ i ° l ► 20' f�TOT j A-5 to }�JRE TJR 4 �' j/�, AROUND �+— WETLANDA z """ 4AW f 1 , -------------- 83 t A 8 INVASIVE SPECIES TO BE REMOVED 55 X (� 1 W.,efland SOnsltive Area Boundary 140p protect and enro fortlus nrCL FIERAND SIGN NOTES 1,,0ceW74f� Y2 09vpoad and trearfs� 1 "5!1IryfpTR vd . nmta +iaStapa gray �1 (g f a ava rntslr 0 7h w Mans!/slrarst n srallA,stad r•a�tanive or ack try Q eba a{ ��� sl shalt 6'e�ast r lat tr�r ev �15��sr� ve ml�e�nt�caf�aaild ��al�� t �r��°m�ya��nkfa �1tAd�ix r�eal�af�a�s WETL A ND SIGN DE TAX NUT T4 SCALE A - 9 Itr A-10 r-- 4"x 6Ax 6"pasi z� ss �� �--2"x8°x�"rail(Typ.) nr 8" bait imfivo soil (Typ) min, drain rack We Install habllaf fence as shown FENCE DETAIL NUF7' S I 0 IO 20 30 40 SALE. 111 20) B-12 Wetland Consulting, Inc. 1103 'lest Meeker Street., Kent, Wa 98032 253-859-0515 Fox 25u-852-4732 LQ :Z-i RFE t V 4«. Fd" CT 0 7 Z005 CITY OF FED11HAL WAY BUILDING DEFT, Job No. A4-380 Designed by. AW Dr -awn by. CML Checked by, - Date- JULY2005 SHEET W I OF TENTATIVE CONDOMINIUM/BINDING SITE PLAN SINGH MILITARY ROAD SITE A PORTION OF CB -TYPE II 4" ' SOLID LID.E.1/4, SEC. 4, T-21N, R-4E, W.M. < / ti < - S.W.S.W.1/4, RIM = 432.30 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON I.E. = 424.75(N) I.E. = 424.75(S) SSMH- 5, < --- RIM = 433.32 / I.E. = 427.92(MC) / DATUM: NGVD 29 ti oA TUti1 BENCHMARK CB -TYPE I `. < h (KING COUNTY PT. N0. 6808-NQTR 04-21-04) 4"x4" CONCRETE RIM = 432.69 % ti 1 MONUMENT WITH 3" BRASS DISK, SET 0.2' BELOW GRADE. PUNCH MARK IN THE CENTER OF THE DISK, AND STAMPED WITH THE I.E. = 429.59(N) I.E. = 429.59(S) AGENCY, AND SECTIONS. LOCATED IN THE CENTERLINE OF S. IE S ARE CAPPED ' + 288th ST. AND ±100' EAST OF 23RD PL. FND 1/2" REBAR W/CAP ELEVATION = 483.61 i�'19635" 0.9' N. OF LINE FND 1 /2" REBAR W/CAP < h j "19635" 1.0' N. OF LINE 00 n C 42 CO -5; s 12 _ ` j 187.7' / , N88°I7'01"W 647.3' o° 20 J / / / / PROPOSE ROCKERY V TO 4' HIGH y r / I H SSM©/ Z (� 1 �2 3 _ / RIM = 429.37 ..' \ \ / 7� 2i <I( ]� 12 I.E. = 419.57(MC) ® F 1� \ / / / ( 3 13 14 CB -TYPE II SOLID LID..... RIM = 428.30 I.E. - 421.55(N) I.E. = 421.35(S) I.E. = 424.25(W)I 5.OLF 12" CONC @ 8.40% / I RIM = 428.32 0. / EASEME I.E. = 424.67(N) f4 -� - _ - -� - �_ 26 ACCESS AND _ _ _ UTILITY. NT I.E. = 424.67(E) - - - CB -TYPE II SOLID LID RIM = 425.85 @ n n r I.E. = 419.90(N) I.E. = 419.90(S) 0 0 o N Z 1 { I.E. = 420.30(NW) @ @ if w i I 8.3LF 12" CONC @ 17.35% i. ` GU ST \ \ 0 CB -TYPE I � w�. t, ,� .��.. \ ` ` 5 \ ' RIM = 425.94 4 . i 24 23` PARKING__ I.E. = 421.89(N) 2 <. 1 21 2U \ 19 �,. 18 / 17 4 16 15 LE. = 421.74(SE) u� .4 20 I �0 I j416, 5' 18' 12.5' 12.5' 18, 5' / I.E. = 421.89(W) 7 , 6 5 0 41.7LF 12" CPEP @ 2.83% , / PROdOSED ROCKER ! Y Cio f4HIGH / -�----- _\R 6' CHARD` LINK mow tAt - \ FND 1 /2" "\EBAR W/C�P I \ N88 170r " , "513' CB -TYPE I RIM - 425.46 :5 < (5 3' I "37540 S01°E 1.1I.E. = 420.61(N) ?. t5 _.:.. �, No w - j N 3to SSMH RIM = 424.98 CAR ON TOP , 7/14/08 K.C.S.C. PT. NO. 6808 MERIDIAN: WASHINGTON STATE PLANE, NORTH ZONE, HPGN 83/91 PER KING COUNTY SURVEY CONTROL BASIS OF BEARINGS: THE N. LN., N.E. 1 /4, SEC. 4, T-21 N, R-4E, W.M. BEARING N88'14'01 "W SSMH ---� RIM = 409.48 I.E. = 401.13(MC) '79 / is A-08���� Q--A� ' CATEGORY III WETLAND/ \ ® SP-050708-01 10,298 SQ FT ® SP-050708-02 / o GONG, WETLAND BOUNDARY 1 SENSITIVE A-06 AREA TRACT A-05 % fo / -CENTERLINE - / BINGAMAN CREEK i A-04� 00 A-03� ® SP-050708-04 P P sp SP-05Q708-03 T4q� . a � A-02 r o / No i l PUCH IN 3 BRASS DISK K.C.S.C. PT. NO. 6807 IN CONC. IN CASE "X" IN 3" BRASS DISK (VISITED JULY '08) IN CONC. IN CASE 1 5. �.; .... 33 (BASIS OF BEARINGS) VISITED DULY '08) ( N88'14'01"W 2639.53'(K.C.S.C.) 2639.52'(R 2639.50'(M 33 34 ' 4 352.00' LEGAL DESCRIPTION (CHICAGO TITLE A.L.T.A. COMMITMENT ORDER No, 1216819) THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE WEST LINE OF SAID SUBDIVISION AT A POINT 955 FEET NORTH OF THE SOUTHWEST CORNER THEREOF; THENCE NORTH 180 FEET; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION TO THE EASTERLY LINE OF OLD MILITARY ROAD AND THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION 660 FEET, MORE OR LESS, TO THE EASTERLY ARM OF DRAINAGE DITCH; THENCE SOUTHWESTERLY ALONG SAID EASTERLY ARM TO INTERSECT A LINE WHICH IS PARALLEL TO THE SOUTH LINE OF SAID SUBDIVISION AND 180 FEET SOUTH (MEASURED AT RIGHT ANGLES) FROM THE NORTH LINE OF THE TRACT HEREIN DESCRIBED; THENCE WEST ALONG SAID PARALLEL LINE, 460 FEET, MORE OR LESS, TO THE EASTERLY LINE OF OLD MILITARY ROAD; THENCE NORTHERLY ALONG SAID EASTERLY LINE TO THE TRUE POINT OF BEGINNING. NOTES 1. THE ALIGNMENT OF MILITARY ROAD AS DEPICTED HEREON WAS CALCULATED FROM THE NOTES CONTAINED IN KING COUNTY FIELD BOOKS 503E AND 534. 2. AN EXTENSIVE SEARCH OF BOTH PRIVATE AND PUBLIC RECORDS WAS PERFORMED DURING THE COURSE OF THIS SURVEY. NO INFORMATION DEFINING THE THE LOCATION OF "EASTERLY ARM OF DRAINAGE DITCH" REFERENCED IN THE LEGAL DESCRIPTION WAS DISCOVERED. THE EASTERLY BOUNDARY AS DEPICTED HEREON IS APPROXIMATE AND REPRESENTS A LINE BETWEEN THE INTERSECTION OF THE NORTH AND SOUTH BOUNDARIES WITH THE WEST TOP OF BANK OF THE WESTERLY DITCH. 3. THE WETLAND BOUNDARY DEPICTED HEREON IS A FIELD SURVEY OF A DELINEATION BY WATERSHED DYNAMICS. 4. NO LOT CORNERS HAVE BEEN SET DURING THE COURSE OF THIS SURVEY. 0 �D 0 C� O 0 N �> N N A=07°50'00" R=1432.69' L=195.87' r� 169.54' � N88°17'01"W N 512.55' z SITE 0 0 0 o ro to N O 5 4 2656.45' N88°17'01 "W 4 PUNCH IN BRASS ROD d IN CONC., IN CASE ire To (NOT VISITED THIS SURVEY) N ZD O N z 4 3" BRASS DISK MARKED "1/4 CORNER 9 SEC 4 - SEC 9 LS 8034" (NOT VISITED THIS SURVEY) THEORETICAL C1/4 5269.81' 2613.35' N W 00 0 0 z 493 "X" IN LARGE BOULDER (NOT VISITED THIS SURVEY) SUBDIVISION OF: N.E.1/4, SEC. 4, T-21N, R-4E, W.M. PER COORDINATE VALUES DEPICTED ON RECORD OF SURVEY, REC. No. 20030305900008 APPLIED TO K.C.S.C. PT. No. 6807 AND THE DIRECTION TO K.C.S.C. PT. No. 6808 (BASIS OF BEARINGS) WOOD BRIDGE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LEGEND 1$ OFFER 6' WIRE FENCE / / P�, / / o WOOD (R) RECORD OF SURVEY, REC, No. 20030305900008 A-01 ® SP-050708-05 ; BRIDGE FND 1 /2" REBAR W/CAP "37540" S61 °41'W 2.4' \ O 4S SSMH ' RIM = 411.00 I.E. = 401.70(MC)18" S-NE I.E. = 402.40(8")E SITE STATISTICS SITE AREA: 99,864sq.ft.± 2.29 ACRES ASSESSOR'S PARCEL No.: 042104-9172 ZONING: RM-3600 SET BACKS: FRONT: 20' GARAGE 10' BUILDING SIDE: 5' REAR: 5' REQUIRED PARKING: 48 PROVIDED PARKING: 60 REQUIRED OPEN/REC SPACE: 9,600sq.ft. PROVIDED: 22,100sq.ft.± REQUIRED PLAY AREA: 480sq.ft. PROVIDED: 1,200sq.ft.± TOTAL GROSS FLOOR AREA: 50,036sq.ft.± INTERIOR UNIT: 1,884sq.ft.± x 14 END UNIT: 2,366sq.ft.± x 10 (K.C.S.C.) KING COUNTY SURVEY CONTROL (M) MEASURED )D EX. FIRE HYDRANT g EX. WATER GATE VALVE ® EX. WATER METER 0 EX BOLLARD o EX. UTILITY POLE r----< EX STORM CULVERT ® EX. CATCH BASIN -TYPE Il ® EX. CATCH BASIN -TYPE I O EX. SANITARY SEWER MAN HOLE -0-0-0- EX. CHAINLINK FENCE -x- x- EX WIRE FENCE 4 BINDING SITE PLAN LOT NUMBER 16 CONDOMINIUM UNIT NUMBER REFERENCES 1. KING COUNTY ASSESSORS MAP OF NE 04-21-04, DATED DEC 17, 2007. 2. KING COUNTY SURVEY CONTROL. 3. CHICAGO TITLE INSURANCE COMPANY A.L.T.A. COMMITMENT ORDER No. 1216819. 4. RECORD OF SURVEY, REC. No. 20030305900008. 5. RECORD OF SURVEY, REC. No. 8812089001. 6. RECORD OF SURVEY, REC. No. 8906159003. 7. RECORD OF SURVEY, REC. No. 8806069002. 8. RECORD OF SURVEY, REC. No. 9408129009. 9. RECORD OF SURVEY, REC. No. 9806169002. 10. RECORD OF SURVEY, REC. No. 20031016900003. 11. RECORD OF SURVEY, REC. No. 20050831900016. 12. THE PLAT OF TRESDEN PLACE, VOL. 207/67-70. 13. THE PLAT OF KINGSPARK DIVISION No, 3, VOL. 83/5. 14. THE PLAT OF ALTHONE, VOL. 107/5-6. 15. THE PLAT OF WINDSWEPT, VOL. 233/93-96. 16. KING COUNTY FIELD BOOKS 503E AND 534. 17. LAKEHAVEN SEWER DISTRICT SEWER PLAN AND PROFILE NORTHEAST SERVICE AREA, SHEET 3 OF 5, DATED JULY 63,