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15-104700 (2),Ir NO TH AK AFICH K SHO T ENGINEER ANSTEY ENGINEERING 8627 NE 180TH STREET OWNER: BOTHELL, WASHINGT N 98011 PHONE: (206) 303- 639 FAX: (206) 486-02 7 IGOR AND LANA AFICHUK CONTACT. PERSON: B N ANSTEY, P. E. 3605 S 334TH STREET SURVEYOR FEDERAL WAY, WA 98001 GEODETIC SURVEYING SERVICES PHONE NO. 253-740-3988 PO BOX 133 MUKILTEO, WA 98275-0133 PHONE: (425) 299— 739 CONTACT PERSON: RICHARD VAISVILLA, P.S. LEGAL DESCRIPTION THAT PORTION OF GOVERMENT LOT 5 IN SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EA T, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLL WS: BEGINNING AT A STO E MONUMENT AT THE SOUTH QU/ RTER SECTION CORNER OF SAID SECTION 15; THENCE NORTH 0`57 WEST 30 FEET; THENCE 89.05' WES 1,951.85 FEET; THENCE NORTH 28`0 ' EAST 540.68 FEET; THENCE SOUTH 89"5 ' EAST 77.06 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE NORTH 0'08 WEST 220 FELT; THENCE NORTH 89`5 ' WEST 100 FEET; THENCE SOUTH 0'08 WEST 220 FE;-T; THENCE NORTH 89`5 ' WEST 100 FEET TO THE TRUE 'DINT OF BEGINNING; �. EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR --,DAD PURPOSES, (ALSO KNOW AS TRA T 86 OF NORTH LAKE SHORE L,' ; DS, AN UNRECORDED PLAT, EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD PURPOSE ): SITUATE IN COUNTY F KING, STATE OF WASHINGTON. PARCEL No. 614360-0440 SITE AD RESS 3605 S 334THZA STIR ET FEDERAL WAY, 9 O01 TABLE OF C_..'v*0NTENTS SHEET NO. TITLE C1 OF 6 C2 OF 6 C3 OF 6 C4 OF 6 C5 OF 6 C6 OF 6 COVER SHEET EXISTING CONDITIONS T.E.S.C. PLAN DRAINAGE PLAN/SIGHT DISTANCI FRONTAGE IMPROVEMENTS PLAN & PROFILE STREET LIGHTING CITY OF FEDERAL WAY STANDARD DETAILS PLAT GENERAL NO TES PORTION OF: S.W. I/4 of S.W. 1/4, SEC. 15, T-21N., R-4E., W.M. c Ld DD D o�- S 334TH ST LO QV SITE V) Q w U Q r w 3 Y 18 i� HW VICINI-Tr'v MAP 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND S 334TH sT MUNICIPAL CONSTRUCTION (WSD'i—/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COI , 'TY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THL SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE 'ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE t- T NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. x _ ... 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGI�-IEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRU ,ION. 1 I 3. APPROVAL OF THIS ROAD, GRAE :'-'G, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPR(',VAL OF ANY OTF CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEY, ACE, GAS, ELIECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR EVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BE ir,EEN THE CITY OF FEDERAL WAY, i THE APPLICANT, AND THE APPLICAN- CONSTRUCTION REPRESENTATIVE. SITE1, I 5. A COPY OF THESE APPROVED P ANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRES- . i 6. CONSTRUCTION NOISE SHALL BE I_IMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO s. P.M., MONDAY THROUGH FRIDAY AND 9AM TO 8PM ON SATURDAY. I 7. IT SHALL BE 'HE APPLICANT'S/( DNTRA.CTOR'S F-SPONSIBILITY TO OBTAIN ALL CONSTRUERCA EASEMENTS N: ;ESSARY BEFORE INITIATING OFF —SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATION' ;SAT ARE NOT SHCWN ON THESE APPROVED PLANS SHA'_L NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT t :_ET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE i.)AYS PRIOR TO=ONSTRUCTION. 1 t 9. VERTICAL DATUM SHALL BE KCAS OR NG 29. 10. GROUNDWATER SYSTEM CONST,R-�, N SHALL BE WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH --- /, THE ROADWAY SECTION. ALL GROUN CATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT, --'WA STANDARD SPECIFICATIONS. I 11. ALL UTILITY TRENCHES IN THE i HT OF WAY SF yL L BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK. I ' 12. ALL UTILITY TENCHES SHALL BL" BACKFILLED AND COMPACTED TO 95% DENSITY. I , ,I 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. SITE MAP 14. OPEN CUTTING OF EXISTING ROF .'NAYS IS NOT Al LOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC V : RKS DIRECTOR AND NOTED ON 1' = 50' THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 15. THE CONTRACTOR SHALL BE RE�'ONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PRO ECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23—TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRA DE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO _�E A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SH ''_L NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL RG:;KERIES SHALL RE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUt ,3ERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SE .TIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED ' THE STATE OF WASHINGTON. 19. CONSTRUCTION ACTIVITY WITHIN -THE CITY RIGHT—OF—WAY BE LIMITED TO THE HOURS OF 8:30 AM TO 3:00 PM 20. ALL UTILITIES TRENCHES IN THE RIGHT—OF—WAY SHALL BE BACKFILLED 5/8" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHED OR LESS, AND WITH THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF —COMPACTED FLOWABLE CITY OF FEDERAL WAY FILL) AS DEFINED BY WASHINGTON AGGREGATED AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE 3/8—INCH t.IINUS. INSPECTION PHONE NUMBER kZ_ i 835- 2700 Call before you Di . 81 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY M NOTE: EXISTING UTILITY LOCKi =INS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND H1RIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRICE: TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 811 COVERAGE: 21.1'00± S.F. TOTKL LOT AREA (.48± ACRES) 2,—.O± S.F. BUILDING 2,386± S.F. DRIVEWAY, BACK PORCH AND WALKWAY 5,("96± S.F. COVERED 24.5% COVERED REVISIONS PREPARED BY N0. DATE REVISIONS BY APVD 862 % NE 180th St. PROJECT: 1 6/23/14 REVISIONS PER COF LETTER 4/ 6/14 RL BA I IN' 0RTH LAKE AFICHUK SHORT A N S T E Y BOTI-�ELL, WA 98011 2 9/14/15 REVISIONS PER COF LETTER 8/ 8/1 RL BA CLIENT: PHONE. (206) 303-7639 E N G � N E E R � N G FAX: (425) 486-0267 IGOR AND LANA AFICHUK . :EMAIL: benanstey@juno.com 3605 S 334TH STREETFEDERAL WAY, WA. 98001 SHEET TITLE COVER SHEET PERMIT NO. 13-102116-00-SU RECEIVED SEP 15 2015 APPROVED LATY OF FEDERAL WAY DATE R DATE 5/ 15/ 14 ,1 WA 'y SCALE 1 „=50' Aq DWG 513FDW1 ENG c JOB#AE2013-27 20614 DRAWN BY GIs R L` APPROVED BPA SHEET C1 0F 5 R H LAKE NO TAFICHUK SHORT PLAT PORTION OF: N S.W. 1/4 of S.W. I/4, SEC. 15, T-21N., R-4E., W.M. EX. SSMH RIM 407.71 RSq .6 EX. SSMH O � oHP oHP RIM 6.91 NOHP ® P W OHP / \ \ \� -MB- -'B- _ pV 5-----S----- 5-----S4JZ-----S-----S-----S----- \ \ I � "O6\ � — s-----s— \ I - _ _----5---- 334TH Sl" �- ----E — _ —-----5----- 5-----5-----S %Q o O _ g*4 N87°57'01' W 5 ---s—_--=s-------s-----5�---5-----5---- -----s-----5 -- — _ �/ I 22.33 I —s-- —s-- — s----s--® O ----->---- —f �A op SCALE: 1 inch 20 / ✓ - _ �, °P-_- i 20 0 10 20 -= °P OHT OHT OHT — — ( IN FEET) I .3'eD: ::: :-:�-Wit:?�:':•::••:'•;�•:.'� • � 4� : t G:..''= 1 .:'•' : '%" I I 1' PVC 1.5' HIGH Lid e 9. e' ti lyam Q e•,. .a Li I I •ae e < pe l I �O 0 Q A.. a e.Q. n• G I � I I , Q I c.e Q. e 4 d n e o i% Cy O i� i I X\ o Sg ' 6 I / I C� o I s.F •R .:z� Q 2710 :z::::::::::... II O I� LEGEND, o ► tsQ.FT .. - o tV I I I p \ �, ® �C SANITARY SEWER MANHOLE I O SANITARY SEWER CLEANOUT + - f - / M ---- �. b6 • • • . • • • /� I -s- UNDERGROUND SEWER MAIN S-LLLL J � 6 - • • • •.. �'Z 00 L` L L„L ❑ STORM DRAIN MANHOLEAll L L� L _ 1 1 O ® STORM DRAIN CATCH BASIN L-- L��.I�-LZ �L•L(� a U O� \� \ ...1_L. L _ I I QJ 1 -{ EX. CULVERT ��-L 1 �° LLta I a GAS METER II i \ I ® POWER METER ( CONCRETE BLOCKS \ \ PATIO � � ® POWER JUNCTION BOX \ �c g • �j I \ \ I \ � POWER TRANSFORMER J W \ I ® SIGNAL JUNCTION BOX I CABLE TV RISER L0 N I E- UTILITY POLE ANCHOR \ � UTILITY POLE Z "b/ W DROP LINE AND TRANSFORMER � I \ POWER POLE WITH DROP / U-1 CV \ I POWER POLE WITH DROP&LIGHT � O -OP- OVERHEAD POWER / 0 `lJ \ O Z EXISTING SIGN I ❑ TELEPHONE RISER / MR C I \ l I m MAIL BOX FIRE HYDRANTS DATUM_ \ ® WATER METER \ NGVD-29 DQ WATER VALVE \ I � GAS VALVE \\ 6, LO`�' C� BENCHMARK. WOOD FENCE K.C.A.S. - G.P.S. POINT NUMBER FW143 ® GAS METER TOP OF MONUMENT INSIDE CASE EL.=389.89 o GATE POLE �oq,� N87°5 MV 100.00'- / / 0 — CHAIN LINK FENCE (CLF) / \Sg ' 6 i WOOD FENCE (WDF) DATUM X WIRE FENCE (WF) I I r-y�1 TREE/VEGETATION LINE / FIR TREE �G� �� DED19UCUSEMEE 0�)o / SHRUBS I 2-0 S FR I i eC)90 ROCKERY DtDDD KEYSTONE ROCKERY vO 1C,� EDGE OF PAVEMENT �\1 �GJ GRAVEL \ ! C \ PERMIT N0. 13-102116-00-SU CONCRETE I ; APPROVED DATE REVISIONS PREPARED BY SHEET TITLE NO. DATE REVISIONS BY APVD PROJECT: 8627 NE 180th St.'NORTH LAKE ,DATE5i,5i,4 1 6/23/14 REVISIONS PER COF LETTE 4/16/14 RL BA AFICHUK SHORT P LAT� �� \4�'t ,y, •�� SCALE -1 „=20' BOTHELL, WA 9801 1 EvAISTMIG DWG 2 9/14/15 REVISIONS PER COF LETTER8/28/1 RL BA A N S T E Y CLIENT: 513FDWlENG PHONE: (206) 303-7639 1 G 0 R AND LA N A A F I C H LIK JOB#AE2013-27 E N I N E E R I N G FAX: (425) 486-0267 `O N D 0 T � O N 4 DRAWN BY 3605 S 334TH STREET �� R EMAIL: uno.com bencnste @ L y J FEDERAL WAY, WA. 98001 APPROVEDBPA SHEET C2 OF 5 EROSION SEDIMENTATION CONTROL NOTES: NORTH LAKE AFICHUK SHORT PLAT PORTION OF: tV � S.W. 1/4 OF S.W. 1/4, SEC. 15, T-21N., R-4E., W.M. 1. Approval of this Erosion/Sedimentation ontrol (ESC) plan does not toconstitute an approval of permanent rod or drainage design (i.e. size _ and location of roads; pipes, restrictors, channels, retention facilities, utilities, etc.). O N 2. The implementation of these ESC plans and the construction, maintenance, replacement, and upgradin of these ESC facilities is the JOINTS IN FILTER FABRIC SHALL BE SPLICED W responsibility of the applicant/contractot until all construction is AT POSTS. USE STAPLES, WIRE RINGS, OR 2"x2" BY 14 Ga. WIRE approved. EQUIVALENT TO ATTACH FABRIC TO POSTS. EQUIVALENT, IF STANDAf Q STRENGTH FABRIC USED 3. The boundaries of the clearing limits sh wn on this plan shall be clearly flagged in the field prior to construction. During the construction period, no disturbance beyond the flagged clearing limits FILTER shall be permitted. The flagging shall bE maintained by the applicant/contractor for the duration of construction. 4. The ESC facilities shown on this plan mist be constructed in conjunction with all clearing and grading activities, and in such a manner as to insure that sediment laden water does not enter the drainage system or violate applicable w ter standards. 5. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the c nstruction period, these ESC facilities shall be upgraded (i.e. additional sumps, relocation of 6' MAX.MINIMUM 4"x4" TRENCH ditches and silt fences, etc.) as needed for unexpected storm events. BACKFILL TRENCH WITH POST SPACING MAY BE INCREASED NATIVE SOIL OR 3/4"-1.5" 6. The ESC facilities shall be inspected dai y by the applicant/contractor TO 8' IF WIRE BACKING IS USED WASHED GRAVEL and maintained as necessary to ensure their continued functioning. 2"x4" WOOD POSTS, STEEL FENCE 7. Any area stripped of vegetation, includi g roadway embankments, where POSTS, REBAR, OR EQUIVALENT no further work is anticipated or a period of 15 days, shall be NOTE: FILTER FABRIC FENCES SHALL BE immediately stabilized with the approved ESC methods (i.e. seeding, INSTALLED ALONG CONTOUR WHENEVER POSSIBLE mulching, netting, erosion blankets, eta 8. Any area needing ESC measures, not requiring immediate attention, shall be addressed within 15 days. MAINTENANCE STANDARDS 9. The ESC facilities on inactive sites shall be inspected and maintained a 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. minimur.i of once a month or within the 48 hours following a storm 2• IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND event. CONVEYED TO A SEDIMENT TRAP OR POND. 10. At no time shall more than one foot ol sediment be allowed to 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND accumulate within a catch basin. All ca ch basins and conveyance lines ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 11. Stabili<.�d construction entrances and wash pads shall be installed at the 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. beginning of construction and maintainedfor the duration of the project. Additional measures may be required to insure that all paved 5. IF THE FILTER: FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. areas are kept clean for the duration o the project. 12. During the time period of November 1 through March 31, all project disturbed areas greater than 5,000 covered re feet, that are left ing cover SILT FENCE with LINEAR TRENCH for more then 12 hours, shall be cover d by one of the following cover measures: mulch, sod, or plastic covering. N.T.S. 13. Any perr=ianent retention/detention facil ty used as a temporary settling basin Shall be modified with the necess ry erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration or dispersion system, the facility shall not be used as a temporary sett) ng basin. No underground detentio tanks or vaults shall be used as a temporary settling basin. PUBLIC RIGHT-OF-WAY 14. Where seeding for temporary erosion co trot is required, fast germinn`;ng grasses shall be applied at an appropriate rate (i.e., annual or perennial rye applied at approximately 80 pounds per acre). 12" MININIMUM EXIST. 15. Where straw mulch for temporary erosi n control is required, it shall be PVM'T. applied fit a minimum thickness of two inches. 16. Management practices providing signific nt tree protection shall be provider" per Section 22-1568 a^,ST• / GEOTEXTILE =� (c) (6) �a-g) of FWCC. GROUND � I o: 100' vIL~Q oZo I NOpQ � Ld UJ �ZZ0 �EYO QI 0 EXIST. °O GROUND ° ° o 0 w _' \� 8000000 00 0 0o0c0000 aoo o gq,m0000°00000pO oB�., o°8`6 °�a�oo°D D o' �. ; o d'ocb00 8 0 o8 0 Q 0 w z l L 8 4" TO 8" ° i2 5 �' ,i QUARRY SPALLS o °o w 0- ; 00 0 Oo W= a-\.. 000 0 0 00 0 0 0 RR0 o_ I- c� % 0006 o00 080 0o0 0 0 `50 $ o �-o W� o000 ooao 0000 a)0 c000moa000000o 000 00 0 0 ° 0 0 00 0 0 0 0 000 8� o �s. 0100 'Q 0 - d EX. SSMH RIM 407.71 RS9.6 EX. SSMH RIM 406.91 EM j-----s-----s-----s-----s-----s-----s-----s=---s-- -s---- M \ --t _- 06� N _ _ - -_ s--_-s-----s-----s-----s-� S 334TH ST c� s-----s----- \ ao -F -- —------- — 1- — s-----s---s-----s-----s-----s----- _ I N87 — � s -s — °57 01 "W 522.33' o' -� — �-� I o F — O ................ —_{i- / op ap GRASS IN �NTER STRIP . I I PAVED TAPER REMOVE EX. ROCKER x r�s — OHTP aHT ON BOTH SIDES OF _ DOWN GRADE RAMP ` ROAD IMPROVEMENT ON BOTH SIDE OF SIDEWALK IMPROVEMENT I .._:.}•.� 1 I 1" PVC 1.5' HIGH \ I MOVE EX. B __ EXISTING o RUSH v f:: •'•'•':':':'•' 'BEHIND SIDEWALK 5 —� DRIVEWAY I _ � U I as •.e lb i a 4 a .ad i .� a. 11 I ��/ I SCALE: i inch = 20 ft. LLI LOOT 1.. \ �y�) I I O 20 0 10 20 `-' Q I I `•9d606 •t��.ft.•A I.. tae I Z / \� A m I I e. 0.6Z2 . t re'Sa I a d W . IF O I . . °.< . n �. 4 1 1 1 ( IN FEET ) I \/ a e a_ �' I I '� •a 4 G '.e• 1a •• a••. P m Od � I +� ��� I •i�� I I I� RSg o I 2� FT zk: ► 0 fSQ :�:' i l l 0 \ LEGEND N I :a a � C) I ® SANITARY SEWER MANHOLE I O SANITARY _=WER CLEANOUT 0 STORM DRP.:A MANHOLE I°-L L_ 1 �C: 34tl�_ L f :-:-:-: t--:* ': L I 0 C) L •••••••••: v ® STORM DR;;!N CATCH E3ASIN Lfic$�LL 'i-:1�---: •�- la i \ EX. CULVERT _t_•��� . .. \ I GAS METER \ I POWER ME- -R — — CONSTRUCTION ENTRANCE POWER JUNCTION BOX I — -� RS9.6 (SEE DETAIL THIS SHEET), \ I POWER TRANSFORMER W I (TYP. I � \ ) I ® SIGNAL JUNCTION BOX 0) I LOT 2 I CABLE TV RISER N 1 11,400 t sq. ft. — — -� 0.26 acres I F-- UTILITY POLE ANCHOR I 9,600 S.F. f I 230LF± SILT FENCE, -o- UTILITY POLE 0 I (W-OUT ESMT) I , Z i �� I W (SEE DETAIL THIS SHEET), to DROP LINE AND TRANSFORMER I po I (TYP.) 0 POWER POi t. WITH DROP I / I w N IZ POWER PG_' WITH DROP&LIGHT IW 0 \ ► �i \ —OP— OVERHEAD ?OVER I a 10 z EXISTING SIGN I ~ I3 ❑ TELEPHONE RISER M� MAIL Box I PROPOSED SING Ian--o \ C� FIRE HYDRAP!T I FAMILY RESIDENCE: w I J J J TUM: \ I 2,100 SF MAX _o I Li—:11 \ ® WATER METER I \ FIRE SPRINKLES WATER VALVE I i NCHMARK: cas VALVE — — �— — — g- woos -FEivc� - — — — — — — — -- I L O k.S. - G.P.S. POINT NUMBER FW143 ® GAS METER OF MONUMENT INSIDE CASE EL.=389.89 0 GATE POLE oR 1-401 Q/ 01 VV 100.00' c (� / o — CHAIN LINK FENCE (CLF) /� R J `9 •6 STABILIZED CONSTRUCTION ENTRANCE a � WOOD FENCE (WDF) I � 00 !)0 N.T.S. ATUM / X WIRE FENCE (WF) I �� � I !YYY1 TREE/VEGETATION LINE \,0 \� 0001 y� FIR TREE / DEDUPLICIUSETREE 0 0 SHRUBS I 20 SFR I i 906� ROCKERY 0CX:10 KEYSTONE ROCKERY vO 1S� EDGE OF PAVEMENT ��� �GJ �cJ� 62__ PERMIT NO. 13-10 116-00-SU ® GRAVEL \ �� CONCRETE i APPROVED DATE REVISIONS PREPARED BY S � PROJECT: SHEET TITLE- IP, DATE5/15/14 N0. DATE REVISION BY APVD 8627 NE 18� th St. I �' w4 1 6/23/14 REVISIONS PER COF LETTE 4/16/14 RL BA NORTH LAKE AFICHUK SHORT PLAT LA ' DWGSCA1 "-20' BOTHELL, WA 98011 ���� � � �� :DWG 2 9/14/15 REVISIONS PER COF LETTER 8/28/14 RL BA A N S T E Y CLIENT: 513FDWlENG PHONE: (206) 303-7639 G 0 R AND LA N A A F I C H U K n pp p°B#AE2o, 3-27 E N G I N E E R I N G FAX: (425) 486-0267 D ETA I L I �1 O T E 4 DRAWN BY - 3605 S 3 3 4 T H STREET ��.�� APPROVED BPA EMAIL: benanstey@juno.com FEDERAL WAY, WA. 98001 BPA SHEET C30F 5 NORTH LAKE AFICHUK SHORT PLAT PORTION OF: N S.W. I/4 of S.W. I14, SEC. 15, T-21N., R-4E., W.M. O N W EX. SSMH_ RSg •6 EX. SSMH ° Q ., RIM. 407.71 oHP aiP RIM 406.91 OHP �------- OHP P �� OHP / CO \ I? --__—s-- -- - 0- 6� -----s I 334V T -S- Q — — ----t - ------ + �, — s-----s-----s s----- o - --- - J- ��g - _ s----s-----s--�_ -s---- s _ s--- / N87`57'01 W 522.33'- — --5-----s�---s-----5-----s-----s-----s---- - --- _ _ SIGHT _ — I i / -T-- - - - cn (?J DISTANCE 282'+ 1___--�•----_----_~' —T --Q o - - - --_— _ DISTANCE 276 + o ............. -�_--- <...................... -t� SIGHT x GRASS IN F�CANTER STRIP :............:::::::.::...... - » �` ` PAVED TAPER -"�� REMOVE EX. ROCKER •+ : s .. nP OHT �- oHT ON BOTH SID S OF • DOWN GRADE RAMP """' ' ROAD IMPROVEMENT - ON BOTH SIDE OF SIDEWALK IMPROVEMENT i °° _ P- �ri 10'P�•RE BS '-c�--- 1.:::.::... ..I: I I 1" PVC 1.5' HIGH I °MOVE EX. BRUSH 5' ............:.:.:.:...:....�.: a� I `1EHIND SIDEWALK FO. *...... t I I SCALE: 1 inch _ 20 • . -- °.-T 20 0 10 20 w I ed e :':'.'.'.'.'.'.'.'.'.'.„ I 21 x39 PROPOSED �j `` I �' : LOT l. I : , I ACCESS AND UTILITIES I '� o I'? } I EASEMENT i ( IN FEET) I I °9 606 s21:ft..e a.� 1 Q r i i 16' PROPOSED u 0 I m ► I '.: O.;L2� tires° : I' . { : f....::..:.... I I Iv-° I I°. °4 de 1e e (.0L _ - -L _ d . �a}p Al O I li a o < 6 \N 0 I S.F.R.i J RSA � sQ�T• 61 I i LEGEND r I� I ® SANITARY SEWER MANHOLE I — / I i I m t O SANITARY SEWER CLEANJT I L��LL - ° L I @❑ 3 STORM DRAIN MANHOLE L�L_L,L 34CLLLL� J-L ® �L L _ STORM DRAIN CATCH BASIN �ZC - ��LC T Lld --� EX. CULVERT -�-'- LLI GAS METER ® POWER METER CONCRETE BL OCKS P� POWER JUNCTION BOX \ — I POWER TRANSFORMER W I \ AZ /f sde SIGNAL JUNCTION BOX LUr 2 0 CABLE TV RISER N11,400 --sq.fv �o 0.26 acres �goo UTILITY POLE ANCHOR I O; 9,600 S.F. ifh° =.........."' -O- UTILITY POLE I 140l �'...........:::... (W-OUT EJMT) Z I �� 4R 2' X 6" GRAVEL TRE� Ci-i :': .::::::: - - DROP LINE AND TRANSF�4?MER I Io i :.:•:a POWER POLE WITH DROP I N POWER POLE WITH DROP&LIGHT CL / —OP— OVERHEAD POVER /I '27'•' ''•:•:•:�•>" i -1I SPOUTAREA MAX R� (TYP)a' O ..'.'.' 0.3. V, ,� ,� ,� -IT EXISTING SIGN :....'aur. 10 -0 2 -0 10 -0 (V° �31ES) 5 -0 / I :':':a:a ' lid �I FLOW PASS GRAVEL ACCESS DN'•=WAY ❑ TELEPHONE RISER TRENCH / I / /Q� m M� MAIL Box \ i PROPOSED SING �� m I a I C£ FIRE HYDRANT I FAMILY RESIDENCE: o w I 0 Lu 2,100 SF MAX _o 0- J I ® WATER METER FIRE SPRINKLES %ham V) 2" CLASS B" EX GRADE 3• ASPHALT CONCRETE pQ WATER VALVE L I �� M 2DRIVE .0% 1.0% GAS VALVE — — \j\j\j\j\/\/\/ \/\/\/\/\/\kx \ \6L OD \ \ \ \\j\j\\j/\\j /\\j/\\%\y/\\j/\\j/\\\ \\/� / %\\j/\\j/\\\/\j\y/\\j/\\j/\\j/ /\\j/\\j\\j/\\j`�i/\j/\\j/\\j j\\j/\\%\\j/\\j/\\j/\\j/\\j / \\j/ \\j\\j/\\ ID GAS METER \\j \\j GATE POLE o�� N8757'01"W 100.00' --- CHAIN LINK FENCE (CLF / R 59.6 SUB -BASE WOOD FENCE (WDF) i -!)Q CRUSHED ROCK CRUSE ._J8RO I N U S WIRE FENCE (WF) I ��00 TRENCH GRAVEL COURSE. �YYY1 TREE/VEGETATION LINE \1 0001 FIR TREE l ��G09 'f`- Y ..� NOTE: 3H:1 V MAXIMUM SLOPE FOR SIDE OF TRAIL QEQI�I�ETREE SHRUBS I �- ACCESS ROAD TYPICAL SECTION DETAIL s F R N.T.S. 9CeC) ROCKERY 0000 KEYSTONE ROCKERY \:0 EDGE OF PAVEMENT G O z w DRIVEWAY I a 5' DRIVEWAY SE CK I o FROM PROPERTYIIE o z- 8' PROPOSED I b DRIVEWAY Cp 15'x75' PROPOSED DRAINAGE Q' EASEMENT �� �/ REMOVE EXISTING C) �Z_- a LANDSCAPING FOR O o0 I EXISTING HOUSE TO �I �Q� PROVIDE 10' FLOW PATH FOR PROPOSED J� DRIVEWAY DRAINAGE \Sg .6 GRAVEL .CONCRETE REVISIONS PREPARED BY NO. DATE REVISIONS BY APVD 8627 NE 180th St. PROJECT: LA 1 6/23/14 REVISIONS PER COF LETTER 4/16/14 RL BA g�THE�� WA 980 NORTH AFICHUK SHORT PLAT 2 9/14/15 REVISIONS PER COF LETTER 8/28/1 RL BA A N S T E Y ' PHONE: (206) 303-7639 CLIENT: E N G N E E R I N G FAX: (425) 486-0267 IGOR AND LANA AFICHUK - EMAIL: benanstey@3605 S 334TH STREETjuno.com FEDERAL WAY, WA. 98001 DRAIN SIGHT PERMIT NO. 13-102116-00-SU APPROVED DATE P. DATE5/15/14 SCALE 1 "=20' AGE PLAN DWG 513FDWlENG JOB#AE2013-27 DISTANCE PO �� �� DRAWN BY BPA �L'` APPROVED BPA SHEET C4 OF 5 NORTH LAKE AFICHUK SHORT PLAT PORTION OF: n! S.W. I/4 of S.W. I/4, SEC. 15, T-21N., R-4E., W.M. K� INSTALL 150 WATT STREET LIGHT EX. SSMH \Sg •6 EX. SSMH ON EXISTING UTILITY POLE N RIM 407.71 W oHP RIM 406.91 PER .CITY OF FEDERAL WAY oHP oHa oHP REQUIREMENTS AND DETAILS a�� P OHP --s--- 5-----s-----s--- 334TH-N_=-s-----s--- s � � S ST.\ �._P ----__ =--s-----s-----s-----s — — ---- --s--- o + — — g�� — _ s__ —s-----s—s--•---s-----s-----s----- - s----- — $ / N87`57'01 "W 522.33' 1 —�--T — cn s-----s----- s--- s-----s-----s-----s-----s I I too0 / — —1 _ cn —� —— ............................................................................................... ...1 .. 7_ -- O T V.p—p ......................oER�iL �GRASS IN RLANTER STRIPtjA— o VED ER�� REMOVE EX. ROCKER '+ — T ON BOTH SID�,��S OF PLACE � TUAL DRIVEWA`r �. U LITY OLE ROAD IMPROVEMENT � .DOWN GRADE RAMP ..... ON BOTH SIDE OF I __P SIDEWALK IMPROVEMENT i °0 L' I I 1 PVC 1.5' HIGH to 10'P.STR I=Ef BS 'G� 1.. I I I- 1— — — — — _ �— :...j. I 1 R0 ............. I 0 MOVE EX. BRUSH BEHIND SIDEWALK ...........a I I I wlb I I .... aaa a ° z 21'x39' PROPOSED w ACCESS AND UTILITIES I '` w °... �O ► :':.:.:.::.:.:.:.:.:.:.::.:'}_ I I EASEMENT / lb L.:... c 1 w d �• I I 0 16' PROPOSED .� I 0 I (°: : 02 . ttresa . I. w O m °. ,. Q a .. t i DRIVEWAY CO G \� '0 j Cb I I J' I m 5 DRIVEWAY SE CK I D� �Cj Oj I L -L - - °1,� - - .. o FROM PROPERTY, E i :rI1 O I i aco 410 400 DATUM 27" 395.00 2+50 3+00 3+50 4+00 --PROPOSED FAGRADE ELEVATION S 334TH STREET _EXISTING CAGRADE ELEVATION SCALE: 1 "=20' H / 1 "=2' V REVISIONS 1,PREPARED BY NO. DATE REVISIONS ' BY APVD 8627 NE 180th St. 1 6/23/14 REVISIONS PER COF LETTER /16/14 RL BA BOTHELL, WA 9801 2 9/14/15 REVISIONS PER COF LETTER 8/28/11 RL BA A N S T E Y PHONE.. (206) 303-7639 E N G I N E E R I N G FAX: (425) 486-0267 EMAIL: benanstey@juno.com PROJECT: CLIENT: Z w O LLJ cn > Wo z zoff Li J LL EXISTING GRAD © C/L > i� CD OF ROAD z Zw mm J� _ Q Q Z Z — -- PROPOSED GRADE @ F L CURD �y 04 it) 0) CO N �t 00 to C) 00 N �t c0 I* n Of O n c0 (V r- i" cfl M N O� I- l0 (0 0 t0 L7 O 00 00 00 00 00 0 < G- 50 ti 0 SCALE: 1 inch = 20 ft. 20 0 10 20 ( IN FEET ) EDGE OF EXISTING 3�: ROW ASPHALT � -SOW 30' CL 1 I 30' 18' 11.5' 16.5' 4' 5' 3' UTILITIES SIDEWALK STRIP 24" MIN. SAWCUT CEMENT CONCRETE CURB AND GUTTER 3" COMPACTED DEPTH HMA CL 1 /2", PG 64-22 OR, MATCH EXISTING, WHICHEVER IS GREATER. 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE (CSTC) 6" CRUSHED SURFACING BASE COURSE (CSBC) S 334th STREET ROAD SECTION NOT TO SCALE NORTH LAKE AFICHUK SHORT PLAT IGOR AND LANA AFICHUK 3605 S 334TH STREET FEDERAL WAY, WA. 98001 PERMIT NO. 13-102116-00-SU APPROVED • SHEET TITLE ' I� DATE5/15/14 FRONTAGE � �j� �i�/� `i'r��� SCALE 1"-20' IMPROVEMENTS "14DWG 513FDWl ENG JOB#AE2013-27 PLAN 6c P R O F I L DRAWN BY ��Ii� ��' BPA STREET LIGHTING APPROVED BPA SHEET C5 OF ` 5 G- 50 ti 0 SCALE: 1 inch = 20 ft. 20 0 10 20 ( IN FEET ) EDGE OF EXISTING 3�: ROW ASPHALT � -SOW 30' CL 1 I 30' 18' 11.5' 16.5' 4' 5' 3' UTILITIES SIDEWALK STRIP 24" MIN. SAWCUT CEMENT CONCRETE CURB AND GUTTER 3" COMPACTED DEPTH HMA CL 1 /2", PG 64-22 OR, MATCH EXISTING, WHICHEVER IS GREATER. 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE (CSTC) 6" CRUSHED SURFACING BASE COURSE (CSBC) S 334th STREET ROAD SECTION NOT TO SCALE NORTH LAKE AFICHUK SHORT PLAT IGOR AND LANA AFICHUK 3605 S 334TH STREET FEDERAL WAY, WA. 98001 PERMIT NO. 13-102116-00-SU APPROVED • SHEET TITLE ' I� DATE5/15/14 FRONTAGE � �j� �i�/� `i'r��� SCALE 1"-20' IMPROVEMENTS "14DWG 513FDWl ENG JOB#AE2013-27 PLAN 6c P R O F I L DRAWN BY ��Ii� ��' BPA STREET LIGHTING APPROVED BPA SHEET C5 OF ` 5 �7— to N W or 9 R .02 FT./Fr.- + TO CONFORM TO CROWN SLOPE OR 0.02 Fr./FT. lBCIION EilIg10N MOUNTABLE CEMENT CONCRETE CUR03 if Elfw1A1011 AM 8' �; i Y �;:•� ;•�; jF• OE161f 001aE7E 70P 0011ME I101171RC •�" NEW CBAENT CONCRETE CURB & GUTTER IIDMe C '. 1. M 3,3FMAW RBBIIS PJ mmmr i 09=101Y0a1 Pmwsup C01001. 3 70 I�CNYA3ARlIglmdf9EP1�D�ISO� 70P OF 0!1! yi 4 A7 APPROAOII 7 3/4' =ENT CONCRETE BARRIER CURB CURB DETAILS NOT TO SCALE DWG. No. 3-4 NORTH LAKE AFICHUK SHORT PLAT CANVAS WEB OR RUBBER TREE TIE W W 2' MIN ~ 1-1/2" x 8'-0" REBAR 0 1 _p^ TREE STAKE (2 TYP) MIN. 4' PERF. PIPE, FILLED FINISH GRADE WFFH DRAIN ROCK N WOOD CHIP MULCH SIDEWALK L ROOT BARRIER /\\f (TYP., BOTH SIDES) \ BACKFILL WITH CLEAN NATIVE SOIL REMOVE BURLAP FROM NOT TO SCALE NOTES, TOP 1�3 OF ROOT BALL ADD 3 WATERING RING MIN. 2X ROOT BALL --------FIRM NATIVE SOIL PLANTING, I. DIG HOLE 2-3 TIMES THE WIDTH OF THE ROOT BALL AND AS DEEP AS THE ROOT BALL. DO NOT MAKE HOLE DEEPER THAN ROOT BALL. 2. REMOVE CONTAINERS, BIODEGRADABLE POTS, SYNTHETIC OR TREATED BURLAP, WIRE, TWINE, OR ROPES. LEAVE NATURAL BURLAP IN PLACE AND FOLD BACK. LOOSEN THE ROOTS AND SPREAD OR CUT CIRCLING ROOTS. 3. PLACE TOP OF ROOT BALL EVEN WITH OR SLIGHTLY HIGHER THAN SOIL GRADE ON FIRM SOIL. DO NOT ADD SOIL AMENDMENTS OR GRAVEL UNLESS APPROVED BY PUBLIC WORKS DIRECTOR. 4. INSTALL 4"X 24" PERFORATED DRAIN PIPE; FILL WITH DRAIN ROCK. PIPE SHALL NOT EXTEND MORE THAN 112" ABOVE FINISH GRADE. 5. BACK FILL WITH CLEAN NATIVE SOIL. FIRM SOIL AROUND THE ROOT BALL; WATER SLOWLY AND THOROUGHLY. 6. MULCH AROUND TREE WITH 2-4' WOOD -CHIP MULCH. DO NOT PLACE MULCH NEXT TO TRUP!K. ROOT BARRIER, 1. ROOT BARRIER SHALL BE RIGID HIGH IMPACT POLYPROPYLENE TREATED WITH UV INHIBIT01c.3, MINIMUM 18" HEIGHT, WITH 1/2" RAISED VERTICAL RIBS 6' ON CENTER, OR APPROVED EQUAL. 2. INSTALL ROOT BARRIER IN CONTINUOUS 24' STRIP, CENTERED ON TREE, NEXT TO SIDEWA.LN AND CURB ACCORDING TO MANUFACTURER'S DIRECTIONS. EXPOSED EDGE SHALL NOT EXTEND MORE THAN 112' ABOVE FINISHED GRADE. STAKING, I. USE 2, 1-112" BY 8'-0' REBAR TREE STAKES. DO NOT DRIVE STAKE THROUGH ROOT BALL. 2. ATTACH TREE TO STAKE WITH CANVAS WEB BELTING OR RUBBER, USING A FIGURE-8 FORMATION. TAGS, I. REMOVE TAGS AFTER INSPECTION. STREET TREE PLANTING IN PLANTER STRIP NOT TO SCALE DWG. No. 3-29 r 0310 far IIPBDQIIY Ir am tar � REV. FEBRUARY 2014 PORTION OF: S.W. 1/4 OF S.W. 1/4, SEC. 15, T-2IN., R-4E., W.M. Ri�R-0Ftrtlf Lm 8' IRMY CIbrM110E OF AIp EI�7UiM AID ctmB • ♦� 019* • • -0'NK • • BCMLK ur PUIMNQ EIIW. F /1N1f. OR CIIM OF= OHMIC 3-4 II W-CIF•111nY LW LW FOR NEw OR REPUIMOU DRIYERAYS N BMW CUTE/OUTTEB SELIIOBS. dR`�• ?mm 1Emmm Y amaOR 1. MR 10 CITY SW1p11RD MT& DRAM 3--& FM GOINEli M. NDU5RifAl. YU.YF-FN&Y WE DNAYS 3. SEE SEr. 3.2.13 AND Ct= DEW. DROM 3-4, EMW ooaaloE trA13lar Ir mac 3. CBEM COMM DRIVEUYIY APPROAI M SHALL BE CONSTRUCTED 1MIIH CEkOff CONK, MM 4WD WM 010 = AR DORGAE U. SECTION A -A 4, FULL DEPIH WNMN JOlR F WOW WUIH IS 1W OR OREA ML 5. FOR 70 SEMM 3.2.13 FOR DRI40W SPACM C. LFJM OF RAID SHALL VARY AS Fmm 70 IEiT ADA .SLDPE tiOglIRE1E m NOT TO SCALE RESIDENTIAL CURB AND GUTTER SECTION DRIVEWAY DWG. No. 3-6 REVISIONS PREPARED BY NO. DATE REVISIONS BY APVD PROJECT: 8627 NE 180th St. BOTHELL WA 98011 NORTH LAKE AFICHUK SHOR_i= PLAT A N S T E Y CLIENT: PHONE.. (206) 303-7639 E N G I N E E R I NG FAX: (425) 486-0267 IGOR AND LANA AFICHUK EMAIL: - benanstey@juno.com 3605 S 334TH STREET FEDERAL WAY WA. 98001 PERMIT N0. 13-102116-00-SU APPROVED DATE SHEET TITLE CITY OF �'� �DATE9/14/15 ,> V4 `��q SCALE 1 "-20' FEDERAL WAY lQx4) DWG 513FDW1 ENG JOB#AE2013-27 STANDARD 04 DRAWN BY s `GIST �� BPA DETAILS L APPROVED BPA SHEET C60, 6 CITY OF APPROVALS: KING COUNTY RECORDING NO. VOL/PAGE SAM Way Fedel C1 W IqUirmCITY OF FEDERAL WAY DEPARTMENT OF ASSESSMENT'S 105 01$ Exam" d and approved this day of , V av 20 F Y Examined and approved this 2day of PP Y 20L�_ R� a AFICHUK d Deputy Public Works Director � � U1,V_ � \� S ®l�1 PORTION OF - Examined LAKE H�fC�U� ����T �1_�T Assess S.W. i S.W.^ C •{ r� A� p C W.M.xamined and approved this iEt(day of Qb1KG 2o_ 1 S. YY. [ f 4 of 1iY/4, SEC. 157. T-21 V., R-'4C., YY No.15-104700-00-SU , CITY OF FEDERAL WAY -- Deputy Assessor Community Development Director Account Number ` J o T KING COUNTY, WASHINGTON RIGHTS —OF —WAY SITE INFORMATION: Rights -of -Way graphically represented on this Short Plat have been deeded to the City of Federal Way by Statutory Warranty Deed. King OWNER/DEVELOPER EVELOPER IGOR AND LANA AFICHUK County, Washington recording number: 3605 S 334TH STREET DEDICATION FEDERAL WAY, WA. 98001 253-740-3988 KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned lafichuk@yahoo.com owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision SURVEYOR GEODETIC SURVEYING SERVICES made hereby, and do hereby dedicate to the public forever all the P.O. BOX 3488 easements and tracts shown on this short plat for all public purposes RENTON, WA 98056 as indicated thereon, including but not limited to parks, open space, drainage 425-299-1739 utilities and unless such easements or tracts are specifically identified on this short plot as being dedicated or conveyed to a person than the a, or entity other public, in which case we do hereby dedicate 3605 S 334TH STREET such easements, or tracts to the person or entity identified and for the SITE ADDRESS FEDERAL WAY; WA 98001 purpose stated. Further, the undersigned owners of the land hereby. short TAX ACCOUNT NO. 614360-044Q subdivided waive for themselves, their heirs and assigns and any or SITE AREA 21,000t sq.ft. 0.48 ACRES person entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns NUMBER OF LOTS 2 which may be occasioned by the establishment, construction, or main- tenonce of roads and/or drainage systems within this short subdivision DENSITY 4 D.U. PER CROSS ACRE other than claims resulting from inadequate maintenance by the City of Federal Way. ZONNING SINGLE FAMILY - RS9.6 Further, the undersigned owners of the land hereby short PROPOSED USE SINGLE FAMILY subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface; vegetation, drainage, or surface or sub -surface A j� r]� LEGAL DESCRIPTION: ION:water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short subdivision. - Provided, this waiver and indemnification shall not be construed as releasing THAT PORTION OF GOVERMENT LOT 5 IN SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN VICINITY MAP the City of Federal Way, its successors or assigns, from liability for KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: errs damages, including the cost of defense, resulting in whole or in part from the negligence :of the City of Federal Way, its successors, or assigns. This subdivision, dedication, waiveraverof claims and agreement to BEGINNING AT A STONE MONUMENT AT THE SOUTH QUARTER SECTION CORNER OF SAID SECTION 15; hold harmless is made with the free consent and in accordance with the THENCE NORTH 0`57' WEST 30 FEET; desires of said owners. THENCE 89.05' WEST 1,951.85 FEET; WITNESS WHEREOF we set our hands and seals. _ THENCE NORTH 28`08' EAST 540.68 FEET; �.`J✓ THENCE SOUTH 89.52' EAST 77.06 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN IGOR AFlC K OIEG AFICHUK DESCRIBED; -� THENCE NORTH 0'08' WEST 220 FEET; SHORT PLAT CONDI 1 ION►J NOTES: ES: SVETLANA AFICHUK IRIN`A AFICHUK THENCE $ouTH 89'S2' EAST 100 FEET; - THENCE SOUTH 0*08' WEST 220 FEET; 1. AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED STATE OF WASHINGTON THENCE NORTH 89'52' WEST 100 FEET TO THE TRUE POINT OF BEGINNING; FOR ANY NEW RESIDENCE BUILT ON LOT 2 COUNTY of KING EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD PURPOSES, I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT 2. AT THE TIME OF BUILDING PERMIT APPLICATION, IGOR AFICHUK IS THE PERSON WHO APPEARED BEFORE ME, (ALSO KNOW AS TRACT 8.6 OF NORTH LAKE SHORE LANDS, AN UNRECORDED PLAT, EXCEPT THAT THE SITE PLAN FOR LOT 2 MUST DEPICT WHERE AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT PORTION DEEDED TO KING COUNTY FOR ROAD PURPOSES); AND ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR THE PLANTING WILL BE LOCATED. LOT 2 (0.22 ACRES THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. IS REQUIRED TO HAVE 6 TREE UNITS. DATED l 2 `5 J �� '/� ✓// Lam,—� (SIGNATURE) ncc�S'� P>, t�itc �T(�r(� (SEAL OR STAMP) TITLE 1V V i E S: MY APPOINTMENT EXPIRES f` Z { 2 -2- STATE OF WASHINGTON 1 CONTROLLING BOUNDARY DATA WAS OBTAINED BY ACTUAL FIELD MEASUREMENTS.. ANGULAR AND COUNTY of KING - LINEAR RELATIONSHIPS WERE DETERMINED WITH A NIKON DTM 330 FIVE SECOND TOTAL STATION I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SUPPLEMENTED WITH A STEEL TAPE. 2. FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE No. 4209-2084101, DATED SVETLANA AFICHUK IS THE PERSON WHO APPEARED BEFORE ME, AND APRIL 26, 2013, AND SUPPLEMENTAL REPORT 1 DATED AUGUST 28, 2015 WERE RELIED UPON FOR SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS SHORT PLAT, WHICH ACKNOWLEDGED IT To BE HIS FREE AND VOLUNTARY ACT FOR AND THE USES ACCORDING TO SAID GUARANTEE IS SUBJECT TO THE FOLLOWING; .AND OTHER, SPECIAL EXCEPTIONS. AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ' (("zvl�r-� i A. COVENANT TO BEAR PART OR ALL OF THE COST OF CONSTRUCTION OR REPAIR OF ROAD (SIGNATURE) EASEMENT REC. No. 840200444. B. LAKEHAVEN UTILITIES DISTRICT SEWER PUMP STATION LATECOMERS AGREEMENT REC. No. MY aPPoINTM �?����i ���z 2- ....... 20041021000099. ��� �A..••*••••..'?r-9 �� ��� �t"•,Q i� C. TERMS AND CONDITIONS OF LAKEHAVEN UTILITIES DISTRICT PRIVATE PUMP STATION AGREEMENT `� Qom; • EXP. 09.rs.�� �� `� �Q`; ••' EXP. Og�••.•�� �� REC. No. 20140307000369. • D. TERMS AND CONDITIONS OF LAKEHAVEN UTILITIES DISTRICT' SHARED -USE SEWER CONNECTION do NOTWY �� :Z�U N AGREEMENT REC. No. 20140407001 127. TgRY ; 00 140 V •`•.N••G�`46. .`�� Imo' ��•::M.•.�••••`'�`,� 'jJIrrrrlit;�� CLIENT DATE RECORDER'S CERT/F/GATE ______-- _--____ SURVEYOR'S CERTIFICATE G�' of Ash �1I 12 22 18 `� l l� T IGOR AND LANA AFICHUK SCALE , •r Filed for record this ___-_ day of ------- 20 --- at- M t' oa '� GEODETIC. 1 =20' v;........ C This short plat correctly represents a map made by me or under a! 3605 S 334TH STREET DWG ... .. � i.- o � in book ____ of at page ___ at the request of y q y � � SURVEYING SERVICES FEDERAL WAY, WA. 98001 513FDW1 � tcQ m direction in conformance with the re uirement of the surve .. RICHARD VAISVILA ;7 JOB# CD 0^�....• 0) i- ;i o �s----------- --------- -- Recording Act at the request of11 fAFICHU_ G0R ^-- 70 �� P.O. BOX 133 513FDW1 i, .,w,.w ,'r tY w `,° SURVEYORS NAME , ! iJ - a PROJECT C Z� o 0 in r 6 ' A413�L7',o 18: �! ( f �t f I Eg / CITY ��' FEDERAL WAY DRAWN BY R - MUKILTEO; WA 98275-0133 ----------- ------ --------------------- ---- ',',� -�.�'-------- ` v SHORT PLAT No. 13-102116-00-SU APPRovEO Mgr. Supt. `of Records Cer€'fcote n`Ta',39 �0 1 r PHONE: (425) 299-1739 ii RV J y SHEET 1_OF 0 CITY OF NORTHjAKA�1CHU1RECORDING NO. VOL./PAGE vg�k�Federal E3H<DF=CF AJF 20 0 10 20 40 NORTH LAKE AFICHUK SHORT PLAT GRAPHIC SCALE - — — - ( IN FEET) 1 inch - 20 ft. No 1- 211 00 N87°57'01 "W 5 --- — — CITY OF FEDERAL WAY PORnON OF: S.W. 1/4 of S.W. 1/4, SEC. 15, T-21N., R-4E., W.M. KING COUNTY, WASHINGTON .:RIGHTS —OF —WAY SITE INFORMATION: Rights -of -Way graphically represented on this Short Plat have been OWNER/DEVELOPER IGOR AND LANA AFICHUK + �' 3605 S 334TH STREET deeded to the City of Federal Way by Statutory Warranty Deed. King 100.00 - -_DEP, WAY, W.A. 98001 County, Washington recording number: "' r i o.OU' °21' �U, z53-740-3988 10 STREET BSBL_ DEDICATION Uj _ _ _00 J Iafichuk@yahoo.com �_ KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned � 0' owners of interest in the land hereby short subdivided, hereby declare — SURVEYOR GEODETIC SURVEYING SERVICES this short plat to be the graphic representation of the short subdivision C) I 21x39 P `-ED P.O. BOX 3488 made hereby, and do hereby dedicate to the public forever all the � �/ I I >- o RENTON, WA 98056 easements and tracts shown on this short plat for all public purposes I I I o ACCESS AND UTILITIES 425-299-1739 as indicated thereon, including but not limited to parks, open space, I I M w EASEMENT utilities and drainage unless such easements or tracts are specifically LOT CN identified on this short plat as being dedicated or conveyed to a person I I o 3605 S 334TH STREET or entity other than the public, in which case we do hereby dedicate I I 9 606 fsq.ft. I N � SITE ADDRESS FEDERAL WAY, WA 98001 such easements, or tracts to the person or entity identified and for the CJ I 0.22 acres 614360-0440 purpose stated. w I I I o -�C `�C TAX ACCOUNT No. Further, the undersigned owners of the land hereby short z I I I 8.00' o \ \ SITE AREA 21,000± sq.ft. 0.48 ACRES subdivided waive for themselves, their heirs and assigns and any I _ I o person or entity deriving title from the undersigned, any and all claims o I I — — 3 NUMBER OF LOTS 2 ��(\S�\N for damages against the City of Federal Way, its successors and assigns o G L _ which may be occasioned by the establishment, construction, or main- O /� 2 '8 DENSITY 4 D.U. PER CROSS ACRE tenance of roads and/or drainage systems within this short subdivision N (0SF R I I I ZONNING SINGLE FAMILY - RS9.6 other than claims resulting from inadequate maintenance by the 11� City of Federal Way. � PROPOSED USE SINGLE FAMILY Further, the undersigned owners of the land hereby short c�• O I I Q-' subdivided agree for themselves, their heirs and assigns to indemnify and O a(V I I O hold the City of Federal Way, its successors and assigns, harmless from Q I l I t any damage, including any costs of defense, claimed by persons within or _��\�� N I I I I 0 t }Gl NOTES: without this short subdivision to have been caused by alterations of I - I o T_ the ground surface, vegetation, drainage, or surface or sub -surface I I I I o CV. 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY ACTUAL FIELD water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short subdivision. 5, I I I m ^ MEASUREMENTS. ANGULAR AND LINEAR RELATIONSHIPS WERE DETERMINED WITH Provided, this waiver and indemnification shall not be construed as releasin 15'x75' PRO ED A NIKON DTM 330 FIVE SECOND TOTAI_ STATION SUPPLEMENTED WITH A STEEL the City of Federal Way, its successors or assigns, from liability for — — — — -� t_ — — — — N damages, including the cost of defense, resulting in whole or in part I I DRAINAGE TAPE. from the negligence of the City of Federal Way, its successors, or assigns. I I EASEMENT 2. FIRST MERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE No. This subdivision, dedication, waiver of claims and agreement to I 4209-2084101, DATED APRIL 26, 2013, AND SUPPLEMENTAL REPORT 1 DATED hold harmless is made with the free consent and in accordance with the I in I I AUGUST 28, 2015 WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF desires of said owners. I Ld I TITLE OF THE REAL PROPERTY COMPRISING THIS SHORT PLAT, WHICH IN WITNESS WHEREOF we set our hands and seals. L_ -- — — — — — — — — — —' I ACCORDING' TO SAID Gun"' :TEE IS SUB EC ; TO THE F!J! i n�gnr�G' AND OTHER, __> Nr37'57'01 "W SPECIAL EXCEPTIONS. � IGOR AFICHUK oLEG AFICHUK _ _ _ _ _ 87.00- A. COVENANT TO BEAR PART OR ALL OF THE COST OF CONSTRUCTION Q � �00k: Set ljjz r — — — — — — — — — — — — — — -� Sg 6 � Q� � OR REPAIR OF ROAD EASEMENT REC. No. 840200444. n SVETLANA AFICHUK IRINA AFICHUKS 1i1 I I R 9. LAKEHAVEN UTILITIFS ISTRI('T SEWER PUMP ST TION LATECOMERS ` , Q AGRLr-MENT REC. Nu. 2004iJ21J0009j. STATE OF WASHINGTON �J o COUNTY OF KING ,�� 0)� I I W �� � � C., THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED � � � — -- -- p� �- �/ a "NOTECE OF ON -SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT N I l L REQUIREMENTS." �� � Y , fit c� b IGOR AFICHUK IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT u O I I CV U WRITTEN FIELD NOTES MAY `NOT EXIST. AND ACKNOWLEDGED IT BE HIS FREE AND VOLUNTARY ACT FOR 0 I I O (�� D. TERMS AND CONDITIONS OF LAKEHAVEN UTILITIES DISTRICT PRIVATE THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. gV C PUMP STATION AGREEMENT REC. No. 20140307000369. Z LOT Z Z J E. TERMS AND CONDITIONS OF LAKEHAVEN UTILITIES DISTRICT DATED 11,393 fsq.ft. I SHARED -USE SEWER CONNECTION AGREEMENT REC. No. 20140407001127. (SIGNATURE) 10)1 i 0.26 acres (SEAL OR STAMP) TITLE 9,60o S.F. LEGAL DESCRIPTION: MY APPOINTMENT EXPIRES (W-OUT ESMT) 00 STATE OF WASHINGTON Al THAT PORTION OF GOVERMENT LOT 5 IN SECTION 15, TOWNSHIP 21 NORTH, COUNTY OF KING I I RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ley m I BEGINNING AT A STONE MONUMENT AT THE SOUTH QUARTER SECTION CORNER SVETLANA AFICHUK IS THE PERSON WHO APPEARED BEFORE ME, AND I i 7�j m I Jw JJ OF SAID SECTION 15; SAID PERSON ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AND I ? w I �Jr,l,/ THENCE NORTH 0°57' WEST 30 FEET; ACKNOWLEDGED IT TO BE HIS FREE AND VOLUNTARY ACT FOR AND THE USES o 1J_J AND PURPOSES MENTIONED IN THE INSTRUMENT. I I THENCE 89°05 WEST 1,951.85 FEET; DATED I i art THENCE NORTH 28*08' EAST 540.68 FEET; (SIGNATURE) I THENCE SOUTH 89 52 EAST 77.06 FEET TO THE TRUE POINT OF BEGINNING L — — — — — —5, REAR BSBL (TYP) I OF THE TRACT HEREIN DESCRIBED; — _ THENCE NORTH 0°08 WEST 220 FEET (SEAL OR STAMP) TiTLE -- — _. — — � � > MY APPOINTMENT EXPIRES — — s' wooD FENCE THENCE NORTH 89'52' WEST 100 FEET; N87 57'01AW 100.00, — - THENCE SOUTH 0°08' WEST 220 FEET; {� THENCE NORTH 89'52' WEST 100 FEET TO THE TRUE POINT OF BEGINNING; D ' 3Q EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD PURPOSES, RECEIVE I o ��00 � - Lt �_" 2 FZS9.6 � ; (ALSO KNOW AS TRACT 86 OF NORTH LAKE SHORE (ANDS, AN UNRECORDED SEP 15 2015 G G gC`do - w�.. PPLAT, EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD i:ITY OF FEDERAL WAY Q 6 3O�'{ / C�?P�V�'L.`URPOSES); CDS 2-005 SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. P,y- V,4 j CLIENT DATES 08 15 RECORDER'S CERTIFICATE -------------------- SC>R�1EY'�.'•''S CERi'.-7 'T' K �G� of wa .� . , �T IGOR � l''L' ,�A E?' ICIIUK S;aLE 1"=20' Filed for record this _____ dayof _______ 20____ at "_ GEODEI 1� 3605 S 334TH STREET This short plat correctly represents a map made by me or under ti o DWG x FEDERAL WAY, WA. 98001 513FDW1 w in book _____ of _____ at page _______ at the request of my direction in conformance with the requirements of the survey SURVEYING SERVICES JOB# 0 3s5�o 9 P.O. BOX 133 513FDW1 Q RICHARD VAISVILA_ _______ Recording Act at the request of -__ AFICHUK IGOR_________ V.F PROJECT DRAWN BY In --------SURVEYOR'S NAME sj c I S T Y, M U K I LT EO, WA 9 8 2 7 5- 013 3 CITY OF FEDERAL WAY R in -------- 2014. °NAL LA9D PHONE: (425) 299-1739 SHORT PLAT No. 13-102116-00-SU APPROVED RV O ------------------------- Mgr. Supt. of Records Certificate No. J9570 EXPIRES: 2/20/16 SHEET _1I_6F A- > TOPOGRAPHICAL_ SURVEY OF A PORTION OF NORTH LAKE SHORE LANDS UNRECORDED PLAT, THE SW 1/4, OF THE SW 1/4, OF SEC. 15, T-21N., R-4E., WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON o / ` w M� � SCALE: 1 inch = 20 ft. pe x —s— --s-----s-----s----- V RE-ST — ( IN FEET) = s—_--s---� s_---- — ---- \ \ -- — s-----s-----s� — s -- _ \ s-----s-----s-----s----- SITE INFORMATION•UP -„_ SITE ADDRESS: 3605 S 334TH STREET / X IN ROCK FEDERAL WAY, WA 98001 _ TAX ACCOUNT No.: 614360-0440 i g:..•:.;:. .;.pr J 8 loft r^: ej:::v:^: P v:�: .'" ter d—r...... t� i I 1„ PVC 1.5' HIGH \110. FOUND 1�2� LEGAL DESCRIPTION: I ":::: S REBAR & CAP THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 I 5.0' Y " _. +► P I \I PLS No. 15650 EAST W.M., DESCRIBED AS FOLLOW: BEGINNING AT A STONE MONUMENT AT THE SOUTH 1/4 SECTION CORNER OF SAID I C w°� ° •� . ' c SECTION 15; THENCE NORTH 0'57' WEST 30 FEET; THENCE SOUTH 89'05' WEST o I '�I i , 1951.85 FEET; THENCE NORTH 28 08' EAST 540.68 FEET; THENCE SOUTH 89'52' EAST w 77.06 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; I m I ° - a , °Q r> o I z I THENCE NORTH 0'08' WEST 220 FEET; THENCE NORTH 89'52' WEST 100 FEET; THENCE I o SOUTH 0'08' WEST 220 FEET; THENCE NORTH 89'52' WEST 100 FEET TO THE TRUE o POINT OF BEGINNING, EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD 3 I I ° ° `��'� a• • ° a m I PURPOSES; ° I C- �-� -. ' a I o (ALSO KNOWN AS TRACT 86 OF NORTH LAKE SHORE LANDS, AN UNRECORDED PLAT, I o EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR ROAD PURPOSES) ; 4,0 :' •I•; f 3 Q • \ SITUATE IN COUNTY OF KING, STATE OF WASHINGTON. I f.:::•: a: I S.F.R :::. _ ....:'. 2710 :'1::•:' :1...: I I LEGAL DESCRIPTIONS NOTE; \ i ts(1.FS• t -- -A oo THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED UPON STATUTORY :;; �� LEGEND WARRANTY DEED, AFN 7205250420. ® SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT , L H ° { L( NOTES: ® STD ., t...,,; :-I I� L 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY ACTUAL FIELD MEASUREMENTS. ANGULAR AND 34rLLL�L I LL- III�Y `� ? •A ' A/ O ® STORM DRAIN CATCH BASIN LL L tit::--L •1• • • LLL 33 I ^c- LI L.1 _ ILL L .. .�LLL I I i C C 4 I LINEAR RELATIONSHIPS WERE DETERMINED WITH A FIVE SECOND TOTAL STATION SUPPLEMENTED \ z. X :. :• :�?{1. 1 t4i,G I I C7 �l WITH A STEEL TAPE. -< EX. CULVERT::::•::::::::' ............ Lia 2. THIS SURVEY WAS COMPLETE WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENT AND ` I ❑O GAS METER LiJ OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. \ I POl'ER METER ( A110 3. ALL STRUCTURES (BUILDINGS) TIES AND FENCES TIES SHOWN HEREON ARE APPROXIMATE AND ® \ % CAN NOT BE USED TO ESTABLISH PROPERTY LINES. ® POWER JUNCTION BOX \ 4. FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE No. 4209-2084101, PO'tER TRANSFORMER DATED APRIL 26, 2013, AND SUPPLEMENTAL REPORT 1 DATED AUGUST 28, 2015 WERE RELIED O W \ UPON FOR DISCLOSURE OF THE VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS ® SIGNAL JUNCTION BOX W SHORT PLAT, WHICH ACCORDING TO SAID GUARANTEE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. \ CABLE TV RISER C, A. COVENANT TO BEAR PART OR ALL OF THE COST OF CONSTRUCTION OR REPAIR OF ROAD \ \ i uTnITY POLE ANCHOR N EASEMENT REC. No. 840200444. \ -0- UTILITY POLE N I B.20041021000099. LAKEHAVEN UTILITIES DISTRICT SEWER PUMP STATION LATECOMERS AGREEMENT REC. No. \ ORJP LINE AND TRANSFORMER Z I C. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF ON -SITE POKER POLE WITH DROP w SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS.° l i POWER POLE WITH DROP&UGHT / I WRITTEN FIELD NOTES MAY NOT EXIST. D. TERMS AND CONDITIONS OF LAKEHAVEN UTILITIES DISTRICT PRIVATE PUMP STATION \ -OP- OVERHEAD POVER g AGREEMENT REC. No. 20140307000369. o E. TERMS AND CONDITIONS OF LAKEHAVEN UTILITIES DISTRICT SHARED -USE SEWER \ ` EwsnNc SIGN a I CONNECTION AGREEMENT REC. No. 20140407001127. \ \ ❑ TEi.EPHONE RISER (/ 5. EXISTING, POSSESSION, I.E.., FENCES, SHEDS, DRIVEWAY, ETC. MAY HAVE PRIOR RIGHTS. DO I M6 MAIL BOX \ NOT REMOVE THEM WITHOUT LEGAL ADVICE. CZ FIFE HYDRANT I 6. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN FEBRUARY OF 2012 AND \ ` I E9 WATER METER \ ADDITIONAL IMPROVEMENTS SURVEYED IN OCTOBER OF 2014. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED \ m WATER VALVE ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. 26^ I 7. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH cAs vALVE EVIDENCE OF THEIR INSTALLATION VISIBLE AT THE GROUND SURFACE ARE SHOWN HEREON. - - s' wooD FENCE UNDERGROUND UTILITIES SHOWN HEREON MAY HAVE BEEN TAKEN FROM THE PUBLIC RECORDS AND 0 GAS METER —� -- - _0T ARE APPROXIMATE ONLY. GEODETIC SURVEYING SERVICES ASSUMES NO RESPONSIBILITY FOR THE o GATE POLE O�� N87°5T01'W 100.00' - - - - - _ ACCURACY OF PUBLIC RECORDS. - CHAIN ' �^^' °ENCE (CLF) 8. FENCE LINES ARE SHOWN AS MEASURED TO THE CENTERLINE OF THE FENCE POSTS. 9. TREES ARE MEASURED TO CENTERLINES OF TRUNKS. 7 —O— WOOD FENCE (WDF) I KCdt._A _C�� 1_00-z,� 10. OFFSET AND SETBACKS ARE SHOWN PERPENDICULAR TO POPERY LINES. W,F FENCE (WF) PEC. SV o 11. THE DRAWING SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL OF THE INFORMATION I 2ooff)0630900 01 OBTAINED OR DEVELOPED BY THE SURVEYOR IN HIS FIELD WORK, OFFICE WORK, OR RESEARCH. / rYw, TFEE/VEGETATION LINE FIR TREE I RECEIVED REFERENCES: DEDI9FICI�SEfREE-� 1. KING COUNTY ASSESSORS MAP OF SW 15-21-4. SHRUBS I SEP 15 2015 2. RECORD OF SURVEY REC. No. 20100122900002 3. RECORD OF SURVEY REC. No. 20120117900005 SFR SINGLE FAMILY RESIDENTIAL I 4. RECORD OF SURVEY REC. No. 20071008900001 DATUM� ROCKERY CITY OF FEDERAL WAY : 5. RECORD OF SURVEY REC. No. 20050630900012 ox� KI'YSTONE ROCKERY (('((���� 6. RECORD OF SURVEY REC. No. 20020722900006 NGVD-29 7. RECORD OF SURVEY REC. No. 20011219900001 PORTION OF: SW 1/4, SW 1/4, SECTION 15, TOWNSHIP 21 NORTH R2�NGE 4 EAST, W.M. DATUM EDGE OF PAVEMENT 8. FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION PgD VAISG CLIENT DATE 29 15 GUARANTEE No. 4209-2084101 DATED APRIL 26, 2013, AND BENCHMARK' GRAVEL ti cF WAS&1�T GEODETIC AFICHUK IGOR SCALE 1 "=20' SUPPLEMENTAL REPORT 1 DATED AUGUST 28, 2015 K.C.A.S. - G.P.S. POINT NUMBER FW143 L�' 0 3605 S 334TH STREET DWG 77 -TOP OF MONUMENT INSIDE CASE EL.=389.89 CONCRETE �� SURVEYING SERVICES FEDERAL WAY, WA 98001 roe 213FDW1 4 39570 � ,� � P.O. BOX 133 f213FDW7 LAWN AREA aCt S T EQ'4+ .¢ PROJECT DRAWN BY � MUKILTEO, WA 98275-0133 CITY OF FEDERAL WAY R I� � `'� 0�E", TIC`t PHONE: (425) 299-1739 TOPOGRAPHICAL SURVEY APPROVED RV EXPIRES: 7 SHEET L DF _L