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16-105035 (2)GENERAL _.JTES y ( 24 1. CONVERSION OF OVERHEAD UTILITIES TO UNDERGROUND FACILITIES FEDERAL WAY HEATED STORAGE SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING WORK: 185318-0010 A. CONTRACTOR SHALL EXCAVATE JOINT TRENCH. Ih 9 Ip p B. CONTRACTOR SHALL FURNISH AND PLACE BEDDING MATERIAL. p p p p G7 C1 p p p C. CONTRACTOR SHALL INSTALL UTILIT-FURNISHED CONDUITS FOR PSE p p p o p p p POWER, QWEST, AND COMCAST PER THEIR RESPECTIVE PLANS. CDp p p p p p APPROXIMATE LOCATIONS OF EAC HUTILITIES' CONDUITS WITHIN THE p CDp p JOINT TRENCH AS SHOWN ON THESE PLANS, SEE RESPECTIVE UTILITY _ — -- -- - - -� — — -- — - - - COMPANY PLANS FOR EXACT LOCATIONS, NUMBERS AND SIZES OF CONDUITS. -- D2 D. CONTRACTOR SHALL INSTALL UTILITY -FURNISHED HANDHOLES AND D G - - -_ 4 — -.—. —:_ VAULTS AND MAKE REQUIRED CONNECTIONS TO CONDUITS PER THE UTILITY COMPANY$' RESPECTIVE PLANS. _ o Fo Fo — — -- -- -- — --- -- - �— E. UTILITY COMPANIES ARE RESPONSIBLE FOR WIRING AND CONVERSION OF THEIR RESPECTIVE UTILITIES. M C F. CONTRACTOR SHALL BACKFILL TRENCH, PROVIDE AND FURNISH N W BACKFILL MATERIAL AS NEEDED, AND COMPLETE SURFACE w v N RESTORATION. W PACIFIC HIGHWAY SOUTH o 2, THE UTILITY TRENCH ROUTE SHOWN ON THE PLANS IS APPROXIMATE, N 0 33 34 35 36 + THE CONTRACTOR SHALL SEQUENCE CONSTRUCTION AND REROUTE THE UTILITY TRENCH AS NECESSARY TO AVOID CONFLICTS WITH M¢ EXISTING AND PROPOSED UTILITIES AND OTHER FACILITIES, ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF OR RELOCATION OF EXISTING < P T C A N UTILITIES DUE TO CONFLICTS WITH THE UTILITY TRENCHING SHALL BE N P T C A v P T C P T C A z INCLUDED IN 'STRUCTURE EXCAVATION CLASS B FOR z = UNDERGROUNDING OF OVERHEAD UTILITIES'. _ JT JT T JT JT T JT� T —OjT�JT JT� JT 3. THE LOCATION OF EXISTING UNDERGROUNDING UTILITIES AS SHOWN ON cJ ¢ THE PLANS IS APPROXIMATE AND THE CONTRACTOR SHALL BE P — RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS — p — NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. F J — — — — — — — — — — — — v — — — — — — — — — — — — — — — — — 4. EXISTING PRIVATE IRRIGATION SYSTEMS ARE LOCATED THROUGHOUT THE PROJECT AND IN SOME CASES EXTEND INTO THE ROADWAY R/W. 7'3'�54 F ® ® P CsD�--SD---_ sD THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH EACH Pg PROPERTY OWNER PRIOR TO CUTTING AND CAPPING THESE IRRIGATION T LINES TO INSURE THE IRRIGATION SYSTEM CAN OPERATE PROPERLY THROUGHOUT THE CONSTRUCTION. 5. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND 39MAINTAINED DURING CONSTRUCTION. 6. FOR JOINT UTILITY TRENCH TYPICAL SECTION SEE SHEET 357. ) VACANT _ _ - \ O 292104-9048 --------- -51� _ 5 - UTILITY NOTES -------------- -- --------- ------ _ PSE POWER POLE IN JUT —INSTALL PSE FURNISHED CONDUITS, FOR s c ---5-- P --------------------------------_--------_--------_-----_--_--___-- __-- SIZE, NUMBER AND EXACT LOCATIONS. SEE PSE PLANS. CENTURYLINK IN JUT — INSTALL QWEST FURNISHED CONDUITS; FOR .\ SIZE, NUMBER AND EXACT LOCATIONS, SEE CENTURYLINK PLANS. COMCAST IN JUT - INSTALL COMCAST FURNISHED CONDUITS; FOR SIZE PLAN A NUMBER AND EXACT LOCATIONS, SEE COMCAST PLANS. UTILITY LEGEND Q CITY SPARES - (2) 4` DIA SCH 40 PVC CONDUITS WITH PULL ROPES 0 10 20 40 60 SCALE IN FEET —J JOINT UTILITY TRENCH CUSTOMER DROP POLE TO WEATHERHEAD FOR U/G SERVICE - - SERVICE CONVERSION LINE S CONVERSION. SEE DETAIL, SHEET 367. SECONDARY ELECTRICAL NOTES QWIEST VAULT pit POWER TRANSMISSION POLE TO BE INSTALLED BY OTHERS. m OWEST HANDHOLE (GENERAL) ® QWEST PEDESTAL CORRESPONDING SHEETS 1. PROVIDE THROUGH LOCATE SERVICE FOR ALL SECONDARY CONDUIT ROUTES AND POLE INSTALLATION LOCATIONS. Oj PSE JUNCTION BOX RIGHT OF WAY PLAN 48 2. SWAM ALL CONDUIT PRIOR TO INSTALLING CONDUCTORS. SITE PREPARATION PLAN 66 PSE TRANSMISSION POLE 3. FOR ALL 3-PHASE SERVICES, CHECK OWNERS ELECTRICAL ROTATION ROADWAY PLAN 85 PRIOR TO INSTALLATION. COORDINATE ACCESS WITH PROJECT Q PSE TRANSFORMER ROADWAY PROFILE 104 MANAGER. DRAINAGE PLAN 131 4. COORDINATE SERVICE CUTOVERS WITH PSE AND PROJECT MANAGER. • PSE HANDHOLE DRAINAGE PROFILE 150 5. PROVIDE AND INSTALL NEW SUPPORTS PER NEC ON OWNERS ® PSE SWITCH VAULT WATER & SEWER PLAN & PROFILE 186 WEATHERHEAOS, AS NEEDED AND INSPECT ALL PROPERTIES pv PSE PULL VAULT IRRIGATION PLAN 2 GROUNDING AT SERVICE. LANDSCAPE PLAN 27575 6. PROVIDE TYPE II H10 RATED HANDHOLE ON OWNERS PROPERTY AS © COMCAST VAULT ILLUMINATION PLAN 296 NEEDED TO AVOID EXCEEDING NEC CONDUIT BEND RESTRICTIONS. Q CITY FIBER VAULT CHANNELIZATION &SIGNING PLAN 338 JOINT UTILITY TRENCH PLAN 354 REVISIONS Approved By 13022JUT01.dw9 `a?. P. FR'9^. Q' O '' PCr �lS6e9EO ��4 O �OWII.ONO 10~ Jefferson Ave 3131 HIM Ave. Ste 400 Tama. Seatde.WA98121 T53)62WA9`2 (206)28G164ff (2$SI827-0720 VANv..Wlil BID DOCUMENTS CITY OF ;,� Federal Way FILENAME KPF 06116 ENGINEERING MANAGER DATE DESIGNED BY DATE BDD 06TE PROJECT MANAGER DATE DRAWN BY DATE KPF 06116 PROJECT ENGINEER DATE CHECKED BY DATE PACIFIC HIGHWAY SOUTH PHASE V IMPROVEMENTS JOINT UTILITY TRENCH PLAN STA 32+50 TO STA 37+50 KPG PROJECT No. 13022 1 SHT 354 OF v Ln LJ uj Vl ul M N z J x 24 IAL WAY HEATED STORAGE\ 185318-0010 0 —�u—=yse- 70 Fp FC FO— 13i 39 P T C ;A I� •JT ,�TIMMM=JT—JT =7 — — — — — — — — — — T-- -- — — - - - P3 — I= _ J VACANT 292104-9048 SECONDARY ELECTRICAL NOTES (GENERAL) 1. PROVIDE THROUGH LOCATE SERVICE FOR ALL SECONDARY CONDUIT ROUTES AND POLE INSTALLATION LOCATIONS. 2. SWAM ALL CONDUIT PRIOR TO INSTALLING CONDUCTORS. 3. FOR ALL 3—PHASE SERVICES, CHECK OWNERS ELECTRICAL ROTATION PRIOR TO INSTALLATION. COORDINATE ACCESS WITH PROJECT MANAGER. 4. COORDINATE SERVICE MOVERS WITH PSE AND PROJECT MANAGER. 5. PROVIDE AND INSTALL NEW SUPPORTS PER NEC ON OWNERS WEATHERHEADS, AS NEEDED AND INSPECT ALL PROPERTIES GROUNDING AT SERVICE. 6. PROVIDE TYPE 11 HID RATED HANDHOLE ON OWNERS PROPERTY AS NEEDED TO AVOID EXCEEDING NEC CONDUIT BEND RESTRICTIONS. (35109) T PROVIDE AND INSTALL NEW CLASS 4 20 FOOT POLE WITH GUY WHERE SHOWN. 8. ROUTE SECONDARY 4"CONDUIT FROM NEW TRANSFORMER VAULT TO POLE, 9. ROUTE SECONDARY 4"CONDUIT FROM NEW TRANSFORMER VAULT TO POLE. 23 i HOME SOLUTIONS CENTER I I -----------1'1 202104-9047 35109 T fi — — a D3 I I � i._ w w D/AI 1 i so — — -- �. FO FO FO ,. FO 4F­ P C P i PACIFIC HIGHWAY SOUTH i L7 40 41 42 sC AIR�1--- - ----- \ s s \ \ \ w a \ PLAN 0 10 20 40 60 SCALE IN FEET SERVICE CONVERSION SCHEDULE JT w A D22 w� so P T C I 40 \ \ CASCADE DRILLING O 202104-9148 \ ADDRESS VOLTAGE/PHASE AMPS �ERjALCONDUCTOR4 CONDUIT I UGCONDUCTORS FOR NOTES SEE 35109 208Y/120, 3-PH 400 1 #350 CU QUAD 1 4" 1 #500 CU 7,8,9 ALL OTHERS PROV IDE EXCAVATION FOR RETRAINING PSE CONDUIT CUTTVER P. REVISIONS Approved By 13022JUT02.dw9 Ql��, FILENAME KPF 06116 — ENGINEERING MANAGER DATE DESIGNED BY DATE _ BDC 06/16 ,Fp (, PROJECT MANAGER DATE PROJECT ENGINEER DATE DRAWN BY KPF CHECKED BY DATE 06116 DATE �` BONA s KPG� BID "TM OF 3131 1, Ave: Ste400 2502Jefferson Ave Federal Wa Seatlk.'VA98121 Tacoma: WA98402 DOCUMENTS Y (206)286-1640 (253)627-0720 www.kpg.— b c0 LO M w N v N z J x ¢ u \� CORRESPONDING SHEETS RIGHT OF WAY PLAN 49 SITE PREPARATION PLAN 67 ROADWAY PLAN 86 ROADWAY PROFILE 105 INTERSECTION DETAILS 118, 119 DRAINAGE PLAN 132 DRAINAGE PROFILE 151 WATER & SEWER PLAN & PROFILE 187 IRRIGATION PLAN 254 LANDSCAPE PLAN 276 ILLUMINATION PLAN 297 CHANNELIZATION & SIGNING PLAN 339 JOINT UTILITY TRENCH PLAN 355 GENERAL NOTES 1, CONVERSION OF OVERHEAD UTILITIES TO UNDERGROUND FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING WORK: A. CONTRACTOR SHALL EXCAVATE JOINT TRENCH. B. CONTRACTOR SHALL FURNISH AND PLACE BEDDING MATERIAL, C. CONTRACTOR SHALL INSTALL UTILIT—FURNISHED CONDUITS FOR PSE POWER, QWEST, AND COMCAST PER THEIR RESPECTIVE PLANS. APPROXIMATE LOCATIONS OF EAC HUTILITIES' CONDUITS WITHIN THE JOINT TRENCH AS SHOWN ON THESE PLANS, SEE RESPECTIVE UTILITY COMPANY PLANS FOR EXACT LOCATIONS, NUMBERS AND SIZES OF CONDUITS. D. CONTRACTOR SHALL INSTALL UTILITY —FURNISHED HANDHOLES AND VAULTS AND MAKE REQUIRED CONNECTIONS TO CONDUITS PER THE UTILITY COMPANYS' RESPECTIVE PLANS. E. UTILITY COMPANIES ARE RESPONSIBLE FOR WIRING AND CONVERSION OF THEIR RESPECTIVE UTILITIES. F. CONTRACTOR SHALL BACKFILL TRENCH, PROVIOE AND FURNISH BACKFILL MATERIAL AS NEEDED, AND COMPLETE SURFACE RESTORATION. 2. THE UTILITY TRENCH ROUTE SHOWN ON THE PLANS IS APPROXIMATE, THE CONTRACTOR SHALL SEQUENCE CONSTRUCTION AND REROUTE THE UTILITY TRENCH AS NECESSARY TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND OTHER FACILITIES, ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF OR RELOCATION OF EXISTING UTILITIES DUE TO CONFLICTS WITH THE UTILITY TRENCHING SHALL BE INCLUDED IN "STRUCTURE EXCAVATION CLASS B FOR UNDERGROUNDING OF OVERHEAD UTILITIES'. 3. THE LOCATION OF EXISTING UNDERGROUNDING UTILITIES AS SHOWN ON THE PLANS IS APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES, AS NOT ALL UTILITIES MAY BE SHOWN ON THE PLANS. 4. EXISTING PRIVATE IRRIGATION SYSTEMS ARE LOCATED THROUGHOUT THE PROJECT AND IN SOME CASES EXTEND INTO THE ROADWAY R/W. THE CONTRACTOR SHALL CONTACT AND COORDINATE WITH EACH PROPERTY OWNER PRIOR TO CUTTING AND CAPPING THESE IRRIGATION LINES TO INSURE THE IRRIGATION SYSTEM CAN OPERATE PROPERLY THROUGHOUT THE CONSTRUCTION. 5. UTILITIES WHICH ARE NOT ABANDONED SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION. 6. FOR JOINT UTILITY TRENCH TYPICAL SECTION SEE SHEET 357 JTILITY NOTES PPSE POWER POLE IN JUT — INSTALL PSE FURNISHED CONDUITS, FOR SIZE, NUMBER AND EXACT LOCATIONS. SEE PSE PLANS. QT CENTURYLINK IN JUT — INSTALL QWEST FURNISHED CONDUITS; FOR SIZE, NUMBER AND EXACT LOCATIONS, SEE CENTURYLINK PLANS. COMCAST IN JUT — INSTALL COMCAST FURNISHED CONDUITS; FOR SIZE NUMBER AND EXACT LOCATIONS, SEE COMCAST PLANS. QCITY SPARES — (2) 4- DIA SCH 40 PVC CONDUITS WITH PULL ROPES CUSTOMER DROP POLE TO WEATHERHEAD FOR U/G SERVICE S CONVERSION. SEE DETAIL, SHEET 367. P1 POWER TRANSMISSION POLE TO BE INSTALLED BY OTHERS. PACIFIC HIGHWAY SOUTH PHASE V IMPROVEMENTS JOINT UTILITY TRENCH PLAN STA 37+50 TO STA 42+25 KPG PROJECT No. 13022 1 SHT 355 of 372 a co uj w x CD N M H- N w z J x LEGEND CURB & GUTTER x FENCE P FILL EMBANKMENT LINE c CUT EMBANKMENT LINE - - - - EXISTING RIGHT OF WAY — — — — PROPOSED RIGHT OF WAY HMA OVERLAY SECTION ". HMA PAVEMENT SECTION CEMENT CONC. SIDEWALK AND/OR PAVEMENT REVISIONS Approved By 73022RDPLOi.d g FILENAME KPF 06116 ENGINEERING MANAGER DATE DESIGNED BY DATE KPF 06/16 PROJECT MANAGER DATE DRAWN BY DATE KPF 06116 PROJECT ENGINEER DATE CHECKED BY DATE P. FR9� 9a ' KPG 3eaMe.NA981Ste 400 9Ave BID CITY OF Federal Wa nb4� � Tacoma.WA2502 Tacoma.WA2 DOCUMENTS Y vqt Ec I (M)2SI640121 (206)20fr1640 (253)621-0720 6 wwkppom GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEETS 35-36. 2. CONTRACTOR SHALL ADJUST ALL JUNCTION BOXES WITHIN SIDEWALK GRADE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO MATCH FINISHED ROADWAY GRADE. 4. FOR SIDEWALK TRANSITIONS AND EXTRUDED CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 234-249. 5. FOR MEDIAN TREATMENTS SEE LANDSCAPE PLAN SHEETS AND DETAILS, SHEETS 271-291. o CONSTRUCTION NOTES w D CONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN & ELEVATIONS N AND WALL DETAILS, SHEETS 211-225. � 12 INSTALL BLACK VINYL COATED CHAIN LINK FENCE ON WALL PER + WSDOT STANDARD PLAN L-20.10-02 14 CONSTRUCT MEDIAN. SEE POINTS LAYOUT TABLE AND MEDIAN EXTRUDED CURB DETAIL, SHEETS 368-372 & 38. L,J t6 INSTALL CEMENT CONCRETE EXTRUDED CURB, PER CFW STANDARD ? DETAIL 3-4. 21 ADJUST GAS VALVE TO GRADE. 22 ADJUST TELEPHONE MANHOLE TO GRADE BY OTHERS. 23 RECONSTRUCT SEWER MANHOLE. SEE WATER AND SEWER PLANS, 9 SHEETS 182-198. PACIFIC HIGHWAY SOUTH PHASE V IMPROVEMENTS CORRESPONDING SHEETS RIGHT OF WAY PLAN 48 SITE PREPARATION PLAN 66 ROADWAY PLAN 85 ROADWAY PROFILE 104 DRAINAGE PLAN 131 DRAINAGE PROFILE 150 WATER & SEWER PLAN & PROFILE 186 IRRIGATION PLAN 253 LANDSCAPE PLAN 275 ILLUMINATION PLAN 296 CHANNELIZATION & SIGNING PLAN 338 JOINT UTILITY TRENCH PLAN 354 ROADWAY PLAN STA 32+50 TO STA 37+50 KPG PROJECT No. 13022 1 SHT 85 OF 372 REVISIONS Approved By 13022RDPL02.dwg FILENAME KPF O6/16 DESIGNED BY DATE KPF 06/16 DRAWNBY DATE KPF 06116 CHECKED BY DATE 0 10 20 40 60 SCALE IN FEET P. FR Y 99� BID CITY OF 3ea&,iWA98',SteAve 400 2502Je,ffigAve Federal Wa n v � Seattle,WA96121 Tamma,WA98402 DOCUMENTS Y vAL (206)286-1640 (253)627-0720 •� WNh'.kpg.0010 10 GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEETS 35-36. 2. CONTRACTOR SHALL ADJUST ALL JUNCTION BOXES WITHIN SIDEWALK GRADE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO MATCH FINISHED ROADWAY GRADE 4. FOR SIDEWALK TRANSITIONS AND EXTRUDED CURB POINTS NOT SHOWN ON ROADWAY PLAN SHEETS, SEE DRIVEWAY PLAN AND PROFILES, SHEETS 234-249. 5. FOR MEDIAN TREATMENTS SEE LANDSCAPE PLAN SHEETS AND DETAILS, SHEETS 271-291. CONSTRUCTION NOTES Ot MATCH EXISTING. OCONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS 211-225. OCONSTRUCT STRUCTURAL EARTH WALL SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS 211-225 OCONSTRUCT CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE PER CFW STANDARD DETAIL 3-6A. ORECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAILS & PROFILES, SHEETS 234-249. OCONSTRUCT CEMENT CONCRETE PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-02 11 CONSTRUCT CEMENT CONCRETE SINGLE DIRECTION CURB RAMP PER G WSDOT STD PLAN F-40.16-02 12 INSTALL BLACK VINYL COATED CHAIN LINK FENCE ON WALL PER WSDOT STANDARD PLAN L-20.10-02 14 CONSTRUCT MEDIAN. SEE POINTS LAYOUT TABLE AND MEDIAN EXTRUDED CURB DETAIL, SHEETS 368-372 & 38. i6 INSTALL CEMENT CONCRETE EXTRUDED CURB, PER CFW STANDARD DETAIL 3-4. 18 RELOCATE MAILBOX 20 ADJUST MONUMENT CASE AND COVER TO GRADE. 21 ADJUST GAS VALVE TO GRADE 23 RECONSTRUCT SEWER MANHOLE. SEE WATER AND SEWER PLANS, SHEETS 182-198. 28 RELOCATE TELEPHONE PEDESTAL BY OTHERS. 39 CONSTRUCT CEMENT CONCRETE COMBINATION CURB RAMP PER WSDOT STD PLAN F-40.14-02 OCONSTRUCT CEMENT CONCRETE STAIR PER DETAIL, SHEET 39. TIE INTO EXISTING LANDING. OCOORDINATE WITH CENTURYLINK FOR CONDUIT RELOCATION PRIOR TO WALL CONSTRUCTION. LEGEND CURB & GUTTER x FENCE F FILL EMBANKMENT LINE c CUT EMBANKMENT LINE — — — — EXISTING RIGHT OF WAY — — — PROPOSED RIGHT OF WAY HMA OVERLAY SECTION HMA PAVEMENT SECTION . CEMENT CONC. 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Ave , i s 3s st x {111 I I g ' J I ,�5•. *.t 3. 54th 5tit 35bt}t St 5 356th 5t !, -' .6?i §r, s 355 Pt ' � � '•:y � (� I `� ' �. � - Sk.__( �� I�-, ur1 S 356t�i St, � S 356fh` S3k! � e 7!' #t _y \ � g1 y ;i s3SMSt 1 , Sk3363o W 11 /,N ,N X S 364th St .. •P y / r p,'. . i-: $' � i y�b� ! s I1 S 3t4m St Sw, 365yf st w 366th St _ t:S 1, r ✓ ~ 1 7 �5 t 5 5 356m St r I VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION PARCEL A: BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF STATE ROAD NO. 1, AS COVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 1778238, WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON: THENCE ALONG SAID EASTERLY LINE OF STATE ROAD SOUTH 21'10' WEST 700 FEET; THENCE WITH THE SAME MERIDIAN OF REFERENCE SOUTH 82.50' EAST 250 FEET; THENCE NORTH 75'30' EAST 236 FEET, MORE OR LESS, TO THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AT A POINT 631 FEET SOUTH OF THE NORTHEAST CORNER SAID SUBDIVISION; THENCE NORTH ALONG SAID EAST LINE OF SUBDIVISION 631 FEET TO SAID NORTHEAST CORNER OF NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE ALONG SAID NORTH LINE OF SUBDIVISION SOUTH 89'45' WEST 228 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBr NS FOLLOWS: BEGINNING AT THE INTERSECTION CIF THE EASTERLY LINE OF STATE ROAD NO. 1 AS CONVEYED TO THE STATE ` WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 1778238, WITH THE NORTH LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE ALONG SAID EASTERLY LINE OF STATE ROAD SOUTH 21'10' WEST, 700 FEET; THENCE WITH THE SAME MERIDIA: .1F REFERENCE SOUTH 82'50' EAST, 154.59 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 82'50' EAST. 95.41 FEET; THENCE NORTH 75'30' EAST, 236 FEET, MORE OR LESS, TO THE EAST LINE OF THE SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER AT A POINT 631 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH ALONG SAID SAID EAST LINE OF SAID SUBDIVISION 299 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 89'50' WEST ALONG SAID NORTH LINE, 188.88 FEET TO A POINT 150.00 FEET AS MEASURED PERPENDICULAR FROM THE EASTERLY LINE OF STATE ROAD NO. 1; THENCE SOUTH 21'10' WEST PARALLEL WITH SAID EASTERLY LINE, 364.86 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B: THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29. TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL 81: TOGETHER WITH AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 12 FEET OF A TRACT DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE SOUTH 89'36' WEST ALONG THE SOUTH LINE OF SAID SECTION 20, A DISTANCE OF 921.92 FEET TO THE TRUE POINT OF BEGINNING: THENCE NORTH 0'03'41" WEST 307.72 FEET; THENCE SOUTH 63'42'20" WEST 231.63 FEET; THENCE SOUTH 89'36' WEST 312.45 FEET TO THE EASTERLY MARGIN OF THE STATE HIGHWAY; THENCE ALONG SAID MARGIN SOUTH 21.02' WEST 222.0 FEET TO THE SOUTH LINE OF SAID SECTION; THENCE ALONG SAID SECTION LINE NORTH 89'36' EAST 600.10 FEET TO THE POINT OF BEGINNING. TITLE NOTES FULL RELIANCE HAS BEEN PLACED IN FIRST AMERICAN TITLE INSURANCE COMPANY REPORT UNDER ORDER NO. NCS-303501-LA2 , DATED JUNE 13, 2007 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS, NO FURTHER SEARCH OF THE RECORD HAS BEEN MADE. O THIS PROPERTY IS SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS AS RECORDED UNDER RECORDING NO. 8304060553. (EASEMENTS SHOWN) THIS PROPERTY IS SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR SEWER MAINS WITH ONECESSARY APPURTENANCES GRANTED TO LAKEHAVEN SEWER DISTRICT, A MUNICIPAL CORPORATION AS RECORDED UNDER RECORDING NO. 86011304073. (EASEMENTS SHOWN) THIS PROPERTY IS SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR SEWER MAINS WITH dTHE NECESSARY APPURTENANCES GRANTED TO LAKEHAVEN SEWER DISTRICT, A MUNICIPAL CORPORATION AS RECORDED UNDER RECORDING NO. 8601130474, (EASEMENTS SHOWN) THIS PROPERTY IS SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR TELECOMMUNICATIONS 10 FACILITIES GRANTED TO U.S. WEST COMMUNICATIONS, INC., A COLORADO CORPORATION AS RECORDED UNDER RECORDING NO. 9302231327. (NOT SHOWN - INSUFFICIENT DESCRIPTION TO PLOT) THIS PROPERTY IS SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR SURFACE WATER 1 1 DRAINAGE FACILITIES GRANTED TO CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION AS RECORDED UNDER RECORDING NO. 9512050293. (EASEMENTS SHOWN) THIS PROPERTY IS SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR SURFACE WATER 12 DRAINAGE FACILITIES GRANTED TO CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION AS RECORDED UNDER RECORDING NO. 9512050294. (EASEMENTS SHOWN) THIS PROPERTY IS SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR STORM SEWER 13 FACILITIES GRANTED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION AS RECORDED UNDER RECORDING NO. 9701060846. (EASEMENTS SHOWN) 14 THIS PROPERTY IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NO. 9802189003. (EASEMENTS SHOWN) BUILDING DETAILS NOT To SCALE 0 SQ. FT r----_-, r--J 7.9' A 1342 5.3' I rn ( L6 L--------i B 1293 1 4.6' 12 5' C 763 i t cp TOTAL AREA 3398 �__-� t 1 STORY t 6.2' WOOD i t BUILDING "' t I I t t i r7 I i C3 t t t i t i I t I t 36.5' I L------- ROOF OVERHANG__ ______ ---� THE MONUMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE COURSE OF THIS SURVEY. ANGULAR AND LINEAR MEASURFt'cNTS WERE MADE WITH A TOPCON GTS 225 TOTAL STATION CALIBRATED AT AN NGS BASELINE WITHIN THE LAST YEAR. THE PROrfRTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF APPROXIMATELY 256,250 SQUARE FEET OR APPROXIMATELY 5.88269 ACRES. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC HIGHWAY SOUTH SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. RIGHT C AY WIDTHS ARE PER THE ASSESSOR'S MAP. ZONING: CE (COMERCIAL ENTERPRISE), PER CITY OF FEDERAL WAY ZONING MAP 98. BULK RESTRICTIONS ARE . THERE ARE NO SPECIFIC BUILDING SETBACKS, HEIGHT RESTRICTIONS OR BULK RESTRICTIONS FOR THIS ZONE, THESE ARE BASED ON THE TYPE OF DEVELOPMENT OF THIS SITE. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM THE PROPERTY LINE AT POSITIONS INDICATED. BUILDING DIMENSIONS SHOWN ARE ON EXTERIOR FOUNDATION WALLS. ALL BUILDINGS OF EACH TYPE ARE IDENTICAL WITHIN NORMAL CONSTRUCTION TOLERANCES. STATE OF WASHINGTON BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS DESCRIBED AS: TOP OF MONUMENT IN CASE CENTER OF HIGHWAY 99 APPROXIMATELY 300 FEET NORTH OF 356TH STREET, AS PUBLISHED IN CITY OF FEDERAL WAY BENCH MARK MONUMENT RECORD WITH AN ELEVATION OF 212.453 FEET, NGVD-29 VERTICAL DATUM. FLOOD ZONE DESIGNATION = X, AREA DETERMINED TO BE OUTSIDE OF 500-YEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP (FIRM) NO. 53033C1250F, COMMUNITY NO. 530322 (CITY OF FEDERAL WAY), PANEL NO. 1250, SUFFIX F, PANEL 1250 OF 1725, REVISED MAY 16, 1995, KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEM.). 5 YEAR WETLAND ZONE IS PER CITY OF FEDERAL WAY ZONING MAP 98. IN PROVIDING THIS SURVEY, NO ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA CONCERNING CONDITION OF ANY UTILITY EXISTING ON THE SITE, WHETHER PRIVATE, MUNICIPAL OR PUBLIC OWNED. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. THERE ARE NO OBSERVABLE EVIDENCES OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES OR BURIAL GROUNDS EXISTING ON THE PROPERTY. THERE ARE NOT ANY CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION. THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTIES NAMED HEREIN, THEIR AGENTS AND/OR CONSULTANTS. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY HEBRANK, STEADMAN, AND ASSOCIATES AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. THE WORD "CERTIFY" AS USED IN IT'S VARIOUS FORMS HEREIN, IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH, IT CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. COPYRIGHT 2007 HEBRANK, STEADMAN & ASSOCIATES, P.S., INC., ITS SUCCESSORS AND/OR ASSIGNS. ALL RIGHTS RESERVED. EXCEPT FOR WHOM THIS WORK WAS PERFORMED, AND THEIR AGENTS, NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. COPIES OF THIS PLAN WITHOUT AN ORIGINAL SIGNATURE AND IMPRESSION SEAL ARE NOT VALID. THIS DRAWING IS THE PROPERTY OF HEBRANK, STEADMAN & ASSOCIATES, P.S., INC., ITS SUCCESSORS AND/OR ASSIGNS. ANY UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING WILL BE SUBJECT TO CIVIL PENALTIES. 10 t 40.5' �---- --`"] ► 09 1 � ► t 1 STORY ► ► 4.1' WOOD BUILDING b t WITH BASEMENT N 1 ► C) 1 _ 8.0' L 12.1' t ROOF OVERHANG-�' ► co t � i 2.3' 2.3' i L---- 5.7' _ ► J YOR'S CERTIFICAT C 36.2' 1 STORY N WOOD BUILDING N _-- 36.2' ROOF OVERHANG _ TO: OTO DEVELOPMENT LLC; AND FIRST AMERICAN TITLE INSURANCE COMPANY, AS FOLLOWS: THIS IS TO CERTIFY TO BANK OF AMERICA, N.A., AS LENDER [AS ADMINISTRATIVE AGENT FOR CERTAIN LENDERS], PALMETTO HOSPITALITY OF FEDERAL WAY, RI, LLC, AS BORROWER AND FIRST AMERICAN TITLE INSURANCE COMPANY, AS TITLE COMPANY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDE OPTIONAL ITEMS 1, 2, 4 (IN SQUARE FEET OR ACRES), 6, 8, 10, 11(B), 16, 17, 18, AND IF BUILDINGS ARE LOCATED ON THE LAND, OPTIONAL ITEMS 7(A), 7(B)(1), 7(B)(2) AND ; OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA.AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, THE UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE MAXIMUM RELATIVE POSITIONAL ACCURACY RESULTING FROM THE MEASUREMENTS MADE ON THE SURVEY DOES NOT EXCEED THE ALLOWABLE RELATIVE POSITIONAL ACCURACY FOR MEASUREMENTS CON -TROLLING LAND BOUNDARIES ON ALTA/ACSM LAND TITLE SURVEYS (0.07 FEET OR 20MM + 50 PPM). THE UNDERSIGNED ADDITIONALLY CERTIFIES THAT (A) THIS SURVEY WAS MADE ON THE GROUND UNDER MY SUPERVISION; (B) I HAVE RECEIVED AND EXAMINED A COPY OF THE TITLE INSURANCE COMMITMENT NO. NCS-303501-LA2 ISSUED BY THE TITLE INSURER AS WELL AS A COPE OF EACH INSTRUMENT LISTED THEREIN, AND THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF DESCRIBED IN THIS SURVEY IS THE SAME LAND AS DESCRIBED IN THE TITLE COMMITMENT; (C) IF THE SUBJECT LAND CONSISTS OF TWO OR MORE TRACTS OR PARCELS HAVING COMMON BOUNDARIES, THOSE TRACTS AND PARCELS ARE CONTIGUOUS ALONG THE COMMON BOUNDARIES; (D) THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF HAS A TAX MAP DESIGNATION SEPARATE AND DISTINCT FROM THAT OF ANY OTHER LAND AND THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF IS A SEPARATE, LEGALLY SUBDIVIDED PARCEL; (E) THIS SURVEY CORRECTLY SHOWS ALL MATTERS OF RECORD (AND TO THE EXTENT THEY CAN BE LOCATED, THEIR LOCATION AND DIMENSIONS) OF WHICH I HAVE BEEN ADVISED AFFECTING THE SUBJECT LAND ACCORDING TO THE LEGAL DESCRIPTION OF SUCH MATTERS (WITH INSTRUMENT, BOOK AND PAGE NUMBER INDICATED); (F) EXCEPT AS S€10WN ON THIS SURVEY, NO PART OF THE SUBJECT 'LAND IS LOCATED IN A 100-YEAR FLOOD PLAIN OR IN AN IDENTIFIED "FLOOD PRONE AREA," AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS REFLECTED BY FLOOD INSURANCE RATE MAP PANEL #53033C125OF DATED MAY 16, 1995, WHICH SUCH MAP PANEL COVERS THE AREA IN WHICH THE SUBJECT LAND IS SITUATED AND THIS SURVEY CORRECTLY INDICATES THE ZONE DESIGNATION OF ANY AREA AS BEING IN THE 106-YEAR FLOOD PLAIN OR "FLOOD PRONE AREA"; (G) TO THE BEST OF MY KNOWLEDGE, THIS SURVEY SHOWS THE RELATION OF AND DISTANCE OF ALL SUBSTANTIAL, VISIBLE BUILDINGS, SIDEWALKS AND OTHER IMPROVEMENTS TO EASEMENTS AND SETBACK LINES; AND (H) TO THE BEST OF MY KNOWLEDGE, EXCEPT AS SHOWN ON THIS SURVEY, NEITHER THE SUBJECT LAND NOR ANY TRACT OR PARCEL THEREOF SERVES ANY ADJOINING LAND FOR DRAINAGE, UTILITIES, OR INGRESS OR EGRESS. JERROLD S. STEADMAN PROFESSIONAL LAND SURVEYOR LICENSE NO. 29282 STATE OF WASHINGTON �`�°�° S' S.14 ,' ••'QF WASz,i • �9�G ( p 29282 p Fs3,•. EcisT�.R� •'��' V/ANAL L ANC S EXPIRES 9/21/09 DATE r 0) Oto to W N \J CC co 0 �00 0 z 2 W o> LLf '., ...uj W �I uj Q � Z o ° Lu Lu V Z ui W O z z E rn to (0 rb \W O O . V) _z 2 0 W a W O L � (— W Q O Z `1 Z o 00 LL O 00 O > Q �n VJ _ U a a W 0 O O W LL 0 O Q M �z C14 LLi z C5 C) w _ I— Wz� Zz O w -:g:: z O C)N O O CV CU L.Lim 0 O W U U U W � M U c) W N �w z L�J v v W FW � > Q Q W -no o� Lz (n SDMH CB RIM=245.05' RIM=244.74' SDMH RIM=245.73' IE(N)=240.50'(12"CP) IE(N)=240.44' 12"CPP ( } 1 SOUTH IE(N)=234.23'(36"CP) IE(S)=240.20'(12"CP) IE(W)=240.34'(12"CPP) 1ST ST [CONCRETE IE(S)=234.23'(36"CP) IE(W)=240.15'(12"CMP) STORY BUILDING IE(E)=232.43'(48"CP) IE(W)=232.33'(48"CP) CB RIM )=242 3' IE(S}=242.53'(12"CP) m INTERSECTION OF FENCE IS IE(W)=242.53'(12"CP) v 3.0' E AND 0.9' S OF MURPHY DONALD B CONTRACTORS PROPERTY CORNER D D� D D C+ BASIS OF BEARINGS: RECORD OF SURVEY REC. NO. 9802189003 NGVD '29 VERTICAL DATUM 50 25 0 50 100 GRAPHICAL SCALE: 1 " = 50' LEGEND TREE LEGEND 0 SOIL TEST PIT \PILE \ Lu N oAL ALDER * FIRE DEPARTMENT CONNECTOR RIM=245.47' ! ���,�i MURPHY DONALD B CONTRACTORS O FIRE HYDRANT IE(W)=242.4T(12"CPP) O MD MADRONA ^� O SJ SOPHORA JAPONICA � y ® WATER METER CB M 3 RIM=242.69' a I o 0 \` DEBRIS pl(E O PO POPLAR \� 0�0 D0 WATER VALVE IE(N)=239.59'(12"CPP) 12 „�o IE(NW)=40.29'(4"PP) p'N m GAS VALVE c� j� IE(SE)=239.69'(12"CMP) 0 11 co ------ I ! � IE(E)=239.69'(12"CPP) a o N 2�2 CB I �� I ` N SSMH ❑ CATCH BASIN RIM=23 SDMH RIM=242.95' x � � sir IE=220.30'(CENTER CHANNEL)NEL) (6) STORM DRAIN MANHOLE RIM=243.42' IE NO=241.35'(4"PP) o \ O + < 10"PLASTIC E IE(NW)=237.62'(12"CPP) IE(E)=241.25'(12"PP) o �Q D D O,� 0'� i� �� 10"PLASTIC W SIGN IE(S)=237.72'(12"CPP) �o a �X , Qj I �i i ® SANITARY SEWER MANHOLE x I /�/�i CORNER OF FENCE IS 1.3' S Q 0 I ( 228 I �� OF S PROPERTY LINE -- rir EDGE OF. ASPHALT C) / o Ld �` O { o A BOLLARD O w �' x �O PROPERTY CORNER i CENTER LINE n. p z_ + cV I(N ON SSMH - 7.5 1220 SOUTH 356TH ST 2 STORY WOOD BUILDING U AREA LIGHT FWS PROPERTIES L.L.C. z >, p N��' �?�O J / �� P� T.B.M. �O 6' CLF �� SAN PILE 1 i 8 Q GUY POLE RAILROAD SPIKE 1.6' UP FROM 0 \ i P� --�'� .,�. - X �-� �� Q X ------------------------ GUY IN UTILITY POLE \ 0 r2� lb 0 E-- GUY ANCHOR _ _ X X X X BENCHMARK OR TBM 24 SDMH CW i / N`ti 0 _ _ _ _ _ _ X X __ X RIM=243.47' 35100 PACIFIC HIGHWAY SOUTH " �' i CORNER OF FENCE i - IE(E)=237.17'(36"CMP) 0 1 STORY CONCRETE BUILDING IS 1.3' OF N N iw� �O - ® FOUND MONUMENT IN CASE IE(E)_240.17'(4"PP) i d I I i PROPERTY LINE N FOUND REBAR IE(S)=23 '(12"CMP) o AND CAP, 0.2' -z 13 _ , • SET h.,AR AND CAP STAMPED "HSA 29282" _ IE=242.Oi �,ZVERTICAL CMP _ N �� N ' UTILITY POLE N i AD SAND3.2'W N 00 1 i/ i OF PROPERTY ap f/ i p E CB - i IE CORNER 00 i CB �H t I � RIM=223.18' RIM=224.93' CLF CHAIN LINK FENCE RIM=243.14' ^ i 1 U i ,% / IE(SW)=216.68'(12"MP) IE=212.80'(CENTER CHAI""'"L) IE(N)=238 �''112"MP) O --------- � � �t4i '-'- IE(S)=238 _.k12"MP} - 8" CW ' M + : i / 10" PLAL S IE(SE)=238.44(8"PP) D D i N m / 10" PLASTIC E \\ PARCEL A / SDMH BW BARBED WIRE \O00 I M �� I i RIM=223.99 S \ to I ,°j IE(N)=211.99'(12"PP) CW CONCRETE WALL SSMH h � � • ,. \ .cam D I N � � IE(S)=209.99'(12"PP) RIM=241.04' \w\ \\ \ I I i SDMH CP CONCRETE PIPE IE=220.34'(CENTER CHANNEL) w i f \ 8" CW i t o RIM=224.28' 10"PLASTIC N \ w �� 23 1 8 \N N � ! I D-� IE(NW)=214.53'(60"CP) oDC4C� I�'1 ��� MP METAL PIPE 10"PLASTIC S � 8 \ c� I p IE(SE)=214.43'(48"CP) PP PLASTIC PIPE 10"PLASTIC W o \ i h -�! q0 O/ F CB N ORC i I i \ i a SDMH F \ a FEDERAL WAY CITY OF SSMH CPP CORRUGATED PLASTIC PIPE W p cr N RIM=224.43' RIM=241.46' r'� 6' j ►E(W)=214.43'(48"CP) RIM=222.02' IE(N)=238.51'(12"CMP) / w O I !i \ W CORNER OF i IE(SE)=214.53'(60"CP) IE=207.20'(CENTER OF CHANNEL) \ A \0 w p _ ( FENCE IS 0.9, 10"PLASTIC N CMP CORRUGATED METAL PIPE 'jam \ ` \ S AND 0.3' E ��`��Rq�` 10" PLASTIC SW l� \ OF PROPERTY CB FZ ROq� A( 8" PLASTIC W--P----P---P-- OVERHEAD POWER LINE RIM=238.55' I ��` �''� \ CORNER I I i \ 22. IE(NW)=235.90'(12"CMP) +� ' \ I \� 48 � SO'' CB T T UNDERGROUND TELECOMMUNICATION LINE RIM=217.49' IE(SE)=215.69'(12"CMP) \� G G GAS LINE 3 3 \ " DI F \ I 2 4.9 , ' o SDMH -W-W- WATER LINE CB RIM=237.23' 6 i \ 10 -� 2 0 IE(N)=234.81'(12�CMP) \\ l \ p \\ `RCE MAIN '� \ <v�� WITH TRASH COLLECTOR \ S S SANITARY SEWER LINE IE(S)=234.7$'(12 CP) / / yy \ RIM=216.10' IE(E)=234.81'(12"CPP) �� \ w' pOjNt \ p \ \ 13 \� 0/tCy \�� ��� IE(NW)=214.00'(12"CMP) Ql R OF pqoF eF w D \\ IE(NE)=209.40'(36"CP) � D D STORM DRAIN LINE j-------------� POND EDGE LINE q IE(S)=208.00'(42'CAPPED CP) \ CB I I RIM=238.20' O (pl,� � 22-48,PILE 0 \ \ \ \ \ �� DIRT-,\ IE(E)=236.10'(12"CP) 0 etc per. _ � \ F w\ � � \ \ I � I \ \ .io - ''"�T 14 MB„ p/ F '\ \ 8 �, D y \D`` y FOUND REBAR AND CAP \ FOUND REBAR AND CAP \FOUND 3"O OROf \ \ \ �� ��F I \ , STAMPED "CPS INC 22338', STAMPED CPS INC DIAMETER \ \ w \ \ \ 0,0� •0\ Q7 6 0.2' W AND 0.3' N OF \i N2OF8PR0 PROPERTY CORNER CB O \ \ �ti �0 \ ---,PROPERTY CORNER CONCRETE �' \ \ N ! CF k\ RIM=236.4T MONUMENT \ �a \ \ \ z `� IE(N)=230.07'(36"CP) WITH NAIL 0 �.,�0 �p w \� \ \ o :'' �P k \ \ �, CB IE(S)=229.87'(36'CP) DOWN 0.5' RIM=217.36 O �' � \ \ � � \ � IE(N)=214.36'(12"CP) IN CASE \ \w p \ m S 16" METAL POST k\ IE(S)=214.26' 12"CP SDMH WITH ER METER k. ( ) CB SDMH RIM=228.13' \O RIM=234.94' IE(N)=219.48'(48"CP) �\ �00 0 NCO/ �0� f � HUDDELSONS FEDERAL RIM-235.46' } _ ' RIM=IE(NE35.46' 6'(13"CP) CB IE(N)=229.79'(36"CP) IE(S)=218.48'(48"CP) \0 U 0 �� w p / ^ `�` WAY LLC IE S=224.29' 48"CP IE(NW)=225.13' 1 D"CMP \ ��o / i Js `• RIM 235.58' () ( ) ( ) \ '1� l y \ ' h� 0 IE(SW)=233.31'(12"CPP) O \ \w p �, tiO� �S'S / 0 ^� �Cy�Op IE(N)=232.38'(12" CMP IE(NE)=231.29'(12"CPP) \ •� \ fE(E)=225.29'(48"CP 8„ \ �o� �0 STo , s /C BURIED POSSIBLY ABANDONED) ) 0 �N 40 iy o ry g Py 0 / IE(S)=232.18'(12" CMP) i6gs/ 2?'48 p `� 3 �� ! O��OitiOo ti R MM 234.84' 0\ (S%%F 3 OF 9E .e w� G IE=219.00'(CENTER CHANNEL) 0\ R�g10 �O 10"PLASTIC N CEI 0\ 99 10"PLASTIC S RIM=228.12' �� 95' 2 0 IE(E)=226.67'(10"CMP) O vi l SSMH / N O RIM=219.04' \O /\ � IE=208.75 CENTER CHANNEL) SSMH 8"PLASTIC E Z / RIM=227.15' 8"PLASTIC SW IE=212.65'(CENTER CHANNEL) p / 10"PLASTIC N 10"PLASTIC S 'n SDMH 3 RIM=226.06' \C T 1224 S 356TH ST 1 STORY METAL GARAGE CORNER OF FENCE IS 0.8' E AND 0.4' S OF PROPERTY CORNER co I 1 STORY WOOD GARAGE RIM E)=24 5' 0 0 0 0 0 0 0 0 0 0 0 O O O O O O p 1200 SOUTH IE(SE)=243.60'(12"CP) I �Q� �QO O �Q �QQ °Q o�Q Q Q •Q Q ,•Q Q ,•Q Q Q Q Q ,•Q QO 356TH ST I O O, O`1 `L 'L0 ox 0 0000 00 00 O O O 00 O CB 242 6' CLF RIM=245.09' x �r -�� N01'28'36"E N IE(SE)=243.89'(8"CP) D---_-D p 331.89 a FWS PROPERTIES L.L.C. D QCD SSMH SDMH o C RIM=238.09' RIM=242.48' -- ---- o ( 121.0 Q7 �' I IE=230.10'(CENTER CHANNEL) IE(N)=232.13'(24"CP) i ( ^ 0 0 �Q� ��\ DIRT ,� �Q`' cV 010""PLASTIC W IE(S)=232.13'(24»CP) t P\LE� P� GRAVEL IE(E)=230.63'(48 CP) o 04 x O WALK IE(W)=230.28'(48"CP) Q M ! 0 `ryPP�' ,�� �� FOUND REBAR AND CAP ! o P0P N �� DEBRIS , i STAMPED "LS 18082" 35100 _ PILE m cV 0.1 W AND 0.1' N OF CB PACIFIC HIGHWAY x 0 i I 0 6 J 0) PROPERTY CORNER RIM=244.12' SOUTH o I B PARCEL B �' N IE(NW)=240.42'(12"CPP) 1 STORY 0 141.6' CONCRETE M F IE(W)=240.52'(12"CPP) 2�QC IE(E)=240.57'(12"CPP) CONCRETE i N 12 WALK � x W BUILDING o �� I DIRT g I I Z CB n I -104 MA/N o/ FOROF IE(N)=216.16'(48"CP) e�b T.B.M. \ \ c\ IE(E)=215.76'(48"CP) PUNCHED "X" ON TOP CENTER BOLT \ \C\ IE(SW)=221.16(12"CP) CB OF FIRE HYDRATE CB \ RIM=218.90' RIM )5' IE(N)=215.9'(12"CP) p0�`� IE(N)=222222.20'(12"CP) i CB SSMH RIM=218.35IE(S)=215.85'(12"CP) ��� RIM=217.38' ' ,✓ o IE=206.75'(CENTER CHANNEL) IE(N)=213.18'(12"CMP) 35401 PACIFIC HIGHWAY SOUTH S IE(S)=212.78'(12"MP) 10"PLASTIC NE 10"PLASTIC SW 2 STORY WOOD BUILDING' \'b \ o \ \k CB\k /- RIM=215.86' �k IE(N)=212.86'(12"CP) IE(S)=212.81'(12"CP) \ Y CB \k RIM=214.36' IE(N)=211.46'(12"CP) k IE(S)=211.26'(12"CP) Or FOUND 3" DIAMETER CONCRETE MONUMENT WITH 1/4" DIA. PIN DOWN 0.4' IN CASE \4085/, S:sT q„ j< ••'�F WASy"w :•�� � moo. 29282 � �F�ST�RF'�•� soNq( LAN° 5� EXPIRES 9/21 /09 rn vv // N 00 O N r W C> N cr O D co O z 2 Q Q .J or Lu Lu Q f- Z o O^ W O Fn w Z LL Q W Oz F=- Z rn Lo co ao � z wo N W z `� ter- j` cn w V) w W � Q� w z z 7 '4 N �` z z�x O o N ■ N 4-- Co cj� m LL- o OI U LiN Q O M U Y W N o °' w = �- LLi F- Q > w 3: Q a� a- Q - Q z W = 0 0E 0 17,>: