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16-102435N _+__1 0 20 40 � sue■ 1 INCH = 20 FT. ZONING AND SITE DATA CHART SITE AREA: 55,302 SF (1.27AC) BUILDING AREA: 6,912 SF APPLICABLE STANDARDS: CITY OF FEDERAL WAY CURRENT ZONING: COMMUNITY BUSINESS (BC) PARKING SPACES 36 PROVIDED PARKING SPACES REQUIRED (PER CODE 24 1/300 G.F.A.) PARKING SPACES REQUIRED (CLIENT ASSUMES 5/11000 35 G.F.A. ) -20' SETBACK ALONG FRONTS AND SIDE ALONG RESIDENTIAL. -ASSUME THE EXISTING DRIVE NOTES WITHIN SETBACK ALONG PACIFIC HWY S. MAY BE USED FOR NEW LAYOUT. VICINITY MAP SCALE 1"=200' z 0 ail Of z 0 M J 0 y z 2 W z N CD W d Np CC) a 0 O Z N o it W U04 uj J J o M U) z It w �O00 5 � U ow w z �< J 0 CL Qo Q U U O Oz LLi w oW � O O Q cn Q U � z =� > UQ C) Q UJ C) Q� W n W C) O 0 O NW OL M W O cc� cr C Date: KNK 2 10 15 Disk File: Rocam MA;R ,"Ij 2015 CITY OF FEDERAL CDS 1 OF 1 EX CITY LUMINAIRE POLE (MAST ARM HEIGHT = 37' EX ARM LENGTH = 25' EX LAMP = 40OW HPS EX FIXTURE = COBRA HEAD EX DISTRIBUTION = TYPE I 111 I EX CITY LUMINAIRE POLE (MAST ARM) HEIGHT = 37' EX ARM LENGTH = 25' EX LAMP = 40OW HPS EX FIXTURE = COBRA HEAD EX DISTRIBUTION = TYPE III CALCULATION AREA S 336TH ST FRONTAGE 0 i i i I� L Q) T PROPERTY-UNDY ------ + -r---r------'---j"--- 0..8 0.7 0.�'{#�6 0.5 0.5 $0.� O:TJ-O:B'Q-s-�.-� 0 5 0--------------- - - - - - - - - - - - - - - + + + + + + 0. 9 0.8 0 8 0.7 0.6 0 . 0 : - � -. + -' + 7 0 7 0.7 0.7 0. 7 0.7 0.7 0.6 0. 6 0.7 0.7 -'o -0.7 - 0 ._Z7O . 0.7 ----- x 1.111U+ 0.90,80_60.70.70.7+0.70.70.70.70.70.70.70.708"0.80$0.80.80.7070:$0.80.80.90.9+. 01.016#L09.90;90: _ _ - + 1.21.21..31.21.3 ------ + {---_ + + + + + + + + + + + + + + + + + + -+ + + +� 1.3 1.2Z:2,i.1 1 9 0.9-0.9 0..8 Q.8 0-7 0.7 0.7 0.7 O,i8 0.8 0.8 0.8 0.9 0.9 0.8 0 8 0.8'0.8 0.9 0.9 .0 1.31.2 1 kl. 4 1.4 1.4 1.5 1.9 1. 1.5 1.5 1.4 + 4 1.4 1.4 6 51. '.31. 1.11.1+.D0.90.80.80.70.70.8'0".80.80.80.80.90.90.8Q.80.80.80.91.01 1.2+.31 1.61.-71:-71. + 7+.5+.71.81S1S1.�1,71.-717+.61.51.51.4+1.4 + + + +1.3+.21. 1.00.90.80.70.70.70.80.80.80.80,80.80.801 .80.80.91�:01.� .21.4+.6+.7+.9+. 22.3 + +. ,2.22-.32.2 2. +.91.9+.81.7I1.61.51.41.4 336TH ST + + + +i + � 22.0181.61. 1.31.2 00.90.80.70.70.70.70.70.70.70.70.70.70.70:80.81.01,1131',.6 8+.02 52.72.82.8 + 12.52.82.8+2.72. 2.32.1 O1.i91.71.61.51.41.4 © 2I.82.7+2. 2.3 .0.8�.6+.41.21.00.90.80.70.70.60.60.60. 0.70.60 60.60.70.7 +� + �� + 13.43.23.02.8252 32.17/91 1.5+.41.41.4 3.2 3.02.72. +2 1 }.9�1.61.41.2 --� + + _ / .00.,9"0.80.7 42.83.13.53.83.43.13.63.73.53.12.8y5 2. 1. 1.6+.41.31.31.3 3.4 3.1 2.7j2 4+. �1. 1 5 1.3 2 1.0,0.8 0.7 Oj 6 0.6 0.6 0.5 0.5 0.6 0.6 0.6 0.5 0.6 0.� 0.6 0.7 0.8 0.9 1.1 1. 1.5 3. .2+2.6 3.1 3,5 3.9 3.8 3.4 4.0 3.8 3.4 3.0 2+.3+ 1. 1.6+.4 1. 1.2 1.1 12 3.33.02.b 1. 1. 1. 1.0Q".80.70./0.60.50.50.50.50.50.50.50.50.50.60.60.60.70.81.01.21.41\72.02.53.13.53.73.73.63.83.73.53.0+. +.1/1.81.6 .41.31.21.11.11.1 / + + 71.41.21.00.9b.8 0.70.60.60.50.50.5+ .1I 1.01.0 EX CITY LUMINAIRE POLE EX CITY LUMINAIRE POLE TARGET ACTUAL. DESIGN CRITERIA A VG. MAINTAINED FOOT CANDLES 10 1.00 1.38 UNIFORMITY RAT10 AVG. FCf MIN. FC 3.000.1 2.76:1 0 40 HORIZONTAL SCALE IN FEET HEIGHT = 35' EX ARM LENGTH = 14' EX LAMP = 40OW HPS EX FIXTURE = COBRA HEAD EX DISTRIBUTION = TYPE III -MAINLINE ROADWAY HEIGHT = 35' EX ARM LENGTH = 14' EX LAMP = 40OW HPS EX FIXTURE = COBRA HEAD EX DISTRIBUTION = TYPE III RESUBMITTED SEP 2 8 2016 CITY OF FEDERAL WAY CDS LEGEND 0--� EX LUMINAIRE EX MAST ARM MOUNTED LUMINAIRE SITE KEY 6i SITE NOTES S W 1 / 4 S E C 167 T 2 1 N , R 4 E , W . M . 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TRANSFORMER W w W Ww m m W W L TRASH K RRECEPTACLE T c �,L BENCH P wg BIKE RACK'W D y 17 ET � wWaWwWWWWaWWawwwWWwmw�a�wWWbbbbsbbbYYbYrYYYbbbbYY �wWWWmwywwW.WwWwWwWW,aaaWwaWVWaWwwWWWWWWWWwwWWWwwmwWWWwwWWwWW�Y1 • WWwWWW.wamWWWWwwmWwymwwWaaWWW PEDESTRIAN PLAZA AREA APPROX. 205 i L WwwWwawWWWwWyWwWwWwWaWwwwmwWyWWWwms. m �WWyaymWmVVWWawWaWwwaa:aWWWamWwWWmWmWWWwwWWawwWvmWWWWWWwWaaWWwwWJ`'ye Xam WyWmWwaWyWaWWWawWWWwwaWWWaaaaWmWmwWwWamWWamwWwaywWWwWWwWwwwmw . 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HYDRANT Al SOUTH 336TH STREET - - - - - - - I F 1 Amoved*: (KCr--wAFULL ' we: magEm��>s: ACCESS NUMBEOF PARKING S LL .mW`QOWmoW�V 3■ff� , = .% - QA AREA STRIPED AT SINGLE WHITE (4°) LINES AT 45' 0 2'-0° O.C. OB PEDESTRIAN CROSSWALK WITH 1'-0° WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 2'-0° O.C. UNLESS NOTED OTHERWISE. QQ TRASH ENCLOSURE, SEE ARCH. PLAN FOR DETAILS. DQ ELECTRICAL TRANSFORMER AND CONCRETE PAD BY OTHERS. QE CONCRETE BARRIER CURB (TYP.). Qf CONCRETE CURB AND GUTTER (TYP.). QG CONCRETE SIDEWALK (PRIVATE). QH SINGLE DIRECTION CURB RAMP. QI ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL ('VAN" -INDICATES VAN ACCESSIBLE SPACE). QJ PARALLEL CURB RAMP. KQ b1UTCD DIRECTIONAL ARROW (TYP.). �L LIGHT POLE BASE (TYP.), SEE ARCH. PLAN FOR DETAILS. QM "STOP" SIGN AND 12" STOP BAR (TYP.). QN MONUMENT SIGN, SEE ARCH. PLAN FOR DETAILS. QO RETAINING WALL WITH HANDRAIL SEE ARCH./STRUCTURAL PLANS FOR DETAILS. OP EXISTING CURB TO REMAIN AND BE PROTECTED FROM DAMAGE. Q WHEELSTOP. QR EXISTING PAVEMENT TO REMAIN AND BE PROTECTED FROM DAMAGE. QS SAWCUT EXISTING PAVEMENT TO PROVIDE A NEAT CLEAN EDGE FOR MATCHING. QT ASPHALT WEDGE CURB. QU STAMPED CONCRETE PAVEMENT IN PEDESTRIAN CROSSWALK AREA. QV CONCRETE SIDEWALK (OFFSITE) PER CITY OF FEDERAL WAY STD. Dit.'S 3-3 AND 3-12. OW COMMERCIAL DRIVEWAY APPROACH PER CITY OF FEDERAL WAY STD. Dll. 3-6A. OX PIPE BOLLARD, SEE ARCH. PLANS FOR DETAILS. QY NOSE DOWN CURB. LEGEND PROPERTY LINE -- -- EX. PROPERTY LINE --- -- ---- ELEC. EASEMENT STD. DUTY PAVEMENT HEAVY DUTY PAVEMENT ♦`.�. CONCRETE PAVEMENT CONCRETE SIDEWALK PEDESTRIAN PLAZA AREA w w W W LANDSCAPING W W W W (SEE LANDSCAPE PLANS FOR DETAILS) RETAINING WALL ( SEESTRU PLANS FOR DE TAILS) STRUCTURAL HANDRAIL (SEE ARCHITECTURAL PLANS FOR DETAILS) CONCRETE BARRIER CURB CONCRETE CURB AND GUTTER --------------------- ASPHALT WEDGE CURB TAPER ROW 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS s PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. I 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING U11LI11ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVA11ON TO REQUEST I EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIL111ES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCA11ON AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS, PRECISE BUILDING DIMENSIONS AND I EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. REFER TO BOUNDARY SURVEY FOR DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 8. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. 9. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARA11ON FROM OVERHEAD POWER i LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. SITE DATA PQEp 'At0' -CJAi X� � �J uWsevi• S. �VS QNavSi 332PdQ S. 2 AVE S. 3H Si to vi S. 3m SI S.V% ST S. &7,1% ST Ai ST SITE wAYwN 5 � T�QVA VICINITY MAP N.T.S. ZONING: COMMUNITY BUSINESS (BC) PARCEL NO.: 797820-0050 & 797820-0060 SITE AEA: 797820-0050 = 1.29 AC 797820-0060 = 0.53 AC NUMBER OF LOTS: 2 PARKING DATA REQUIRED PARKING 1 STALL/300 SF = 24 STALLS PARKING PROVIDED STANDARD STALLS = 37 STALLS ACCESSIBLE STALLS = 2 STALLS TOTAL STALLS = 39 STALLS R/R0 ACCESSa: C't�VQ D(')iRIIRRiRii I RI � ()-SS _ SS 0. EX. SEGEMENTAL - BLOCK RETAINING WALL. EX. TRANSIT STOP EX. UTILI • VAULT0 0 VICINITY MAP N.T.S. ZONING: COMMUNITY BUSINESS (BC) PARCEL NO.: 797820-0050 & 797820-0060 SITE AEA: 797820-0050 = 1.29 AC 797820-0060 = 0.53 AC NUMBER OF LOTS: 2 PARKING DATA REQUIRED PARKING 1 STALL/300 SF = 24 STALLS PARKING PROVIDED STANDARD STALLS = 37 STALLS ACCESSIBLE STALLS = 2 STALLS TOTAL STALLS = 39 STALLS R/R0 ACCESSa: C't�VQ D(')iRIIRRiRii I RI � ()-SS _ SS 0. EX. SEGEMENTAL - BLOCK RETAINING WALL. EX. TRANSIT STOP EX. UTILI • VAULT0 0 WHEEL STOP BUILDING DATA ENGINEER OWNIER PERMIT NO. - - - - - - - - SAWCUT GROSS FLOOR AREA = 6,912 SF GLEE A. PATEN TESTAMENTARY TRUST, GRAPHIC SCALE PACLAND - SEATTLE x x CHAIN LINK FENCE CONSIRUCTlON TYPE = V-B SEAN MALLON, PE MAURICE lll. PATTEN TRU5T, ESTATE OF 20 0 10 20 40 80 RESUBMITTED OCCUPANCY TYPE = M 1505 WESTLAKE AVE N SUITE 305 ROGER PAITEN, THE REVOCABLE TRUST OF (206) 522-9510 ELINOR GLEE DRAPER, AND R.M. PATTEN CO., LLC 17923 RIVERA PL SW (IN FEET) i inch = 20 ft. Know what's below. APPROVED NORMANDY PARK, WA 98166 Call before dig. CITY OF FEDERAL WAY you DATE INS 1 U SMM 07/14/2016 i PERMIT TA C A, j r WONN a,40514, 6 ,x 1505 Westlake Ave. N. T (206) 522-9510 ` 'tst' SMM.: 10-518-004 . , Suite 305 F (206) 522-8344 �a Seattle, WA 98109 www.PAcLAND.COM ADVANCE AUTO PAnTS 33370 PACIFIC HWY S. C-1.0 � FEDERAL WAY, WA SW 1/4 SEC 167 T 21 N, R 4 E, W.M. LEGEND EX. CONTOUR --s--� PROPOSED CONTOUR ---�'` SPOT ELEVATION TC: TOP OF CURB TP: TOP OF PAVEMENT FL: FLOWLINE FINISHED FLOOR ELEVATION RETAINING WALL CHAIN LINK FENCE HANDRAIL BARRIER CURB CURB AND GUTTER ASPHALT WEDGE CURB ADA ACCESSIBLE PARKING/ACCESS AREA STORM DRAIN PIPE CATCH BASIN, TYPE PER PLAN STORMFILTER MANHOLE, TYPE PER PLAN EXISTING STORM DRAIN SYSTEM ROOF DRAIN LEADER GRADE BREAK FOOTING DRAIN SAWCUT FFE -X x x- -- SD ----- SD - SD 00 f]Ill ESTIMATED EARTHWORK QUANTITIES CUT= 1,890 CY FILL= 810 CY NET= 1,080 CY NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR TO VERIFY THEIR OWN QUANTITIES. AREA CALCULATIONS EXISTING IMPERVIOUS AREA = 0.98 AC EXISTING PERVIOUS AREA = 0.84 AC PROPOSED IMPERVIOUS AREA = 0.98 AC PROPOSED PERVIOUS AREA = 0.84 AC BENCHMARK DATA VERTICAL DATUM (NAVD 88): EAST QUARTER CORNER OF SECTION 20, T21N, R4E, W.M. (WGS 6876) ELEVATION = 315.73 (CONVERSION TO NGVD29 VERTICAL DATUM IS: "NAVD88-3.55 FT. = NGVD29") BASIS OF BEARINGS HORIZONTAL DATUM (.NAD 83/91 NORTH 46'22'40" EAST, AS MEASURED BETWEEN WGS MONUMENTS 6876 AND 6868. GRADING NOTES 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DCES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BARGHAUSEN CONSUL11NG ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U11LITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES. EXISTING SITE UTILITIES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UN11L A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 12. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. E 4. ALL ON --SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. ` 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED WITH A NON -SHRINKING I MORTAR TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. .- 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER. 8. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. 0 N Q CONSTRUCTION NOTES w �A INSTALL 96" CONTECH STORMFILTER (ZPG) MANHOLE. `7 © INSTALL 72" CONTECH STORMFILTER (CSF) MANHOLE. w INSTALL TYPE 1 CATCH BASIN. N INSTALL 48" TYPE 2 CATCH BASIN. INSTALL H.D.P.E. STORM DRAINAGE PIPE (ADS N-12 WT iB, OR ENGINEER APPROVED -- EQUAL) WITH SMOOTH INTERIOR AND 10.8 PSI JOINTS. SIZE PER PLAN. z O CONNECT TO BUILDING ROOF DRAIN LEADER. O CONNECT TO BUILDING FOOTING DRAIN. CONNECT TO EXISTING STORM STRUCTURE WITH A WATERTIGHT CONNECTION USING Q NON -SHRINKING MORTAR. INSTALL STORM DRAIN CLEANOUT. ADJUST TO GRADE. O ADJUST RIM TO GRADE. 9 /liz-1 D D D D { D EX. CATCH - EFASIN TO ° i t 5.84 E) D i D f / CO/ I kj r Fr t �.44 E 0 I D D � D I f E� t356 f X. 0- S�� SS SS LL D 0 I D I D D D 56� e D D X r` ±36 D� D lid, D 6 D i D D D CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON - - - - � - of-wnn- GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. C%ffl,mfflAmSVkW'4GRADING AND DRAINAGE PLAN 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM Know what's below. Cal before you dig. ADVANCE AUTO PARTS 33370 PACIFIC HWY S. FEDERAL WAY, WA C-2.0 GENERAL UTILITY NOTES _w_ 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED MAY 4, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - N0110E TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCA11ON AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR ARCHITECTURAL/PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. ' CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER LINE TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES NTH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. SANITARY SEWER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 4" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE E PROJECT AT HAND. N WATER NOTES CD AI U 1. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT 'WATER SYSTEM AND SEWER SYSTEM STANDARDS' APPROVED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH ON JUNE 8, 1994 AND ANY ADDENDA THERETO. 2. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 3. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 4. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS OR MECHANICAL JOINT RESTRAINTS.. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. UTILITY CONSTRUCTION NOTES (�A EXISTING 1-1/2" (DOMESTIC) WATER SERVICE AND METER TO BE MAINTAINED. © EXISTING 5/8" X 3/4" (IRRIGATION) METER TO BE MAINTAINED. �C INSTALL 1" DCVA IN UNDERGROUND VAULT. D INSTALL 1-1/2" DCVA IN UNDERGROUND VAULT. LANDSCAPE IRRIGATON POINT OF CONNECTION. SEE LANDSCAPE PLANS FOR CONTINUATION. O INSTALL 1" P.V.C. (SCH. 40) DOMESTIC WATER LINE. INSTALL 1-1/2" P.V.C. (SCH. 40) DOMESTIC WATER LINE. �H 1-1/2" DOMESTIC WATER SERVICE STUB. MARK ABOVE GRADE FOR FUTURE USE. CONNECT TO EXISTING 12" WATER MAIN. Q INSTALL 1" DOMESTIC WATER METER. INSTALL 4" DDCVA IN UNDERGROUND VAULT FOR FIRE PROTECTION. �L INSTALL 4" P.V.C. (AWWA C-900, CLASS 200) FIRE LINE. PICK-UP AND ROUTE PRIMARY POWER TO NEW TRANSFORMER LOCATION. UN INSTALL 1-4" P.V.C. (SCH. 40, GREY) CONDUIT FOR PRIMARY POWER BY OTHERS. CONTRACTOR TO PROVIDE TRENCHING, BEDDING AND BACKFILL PER PSE REQUIREMENTS. �0 INSTALL 3-4" P.V.C. (SCH. 40, GREY) CONDUITS FOR SECONDARY POWER. © SEE ARCHITECTURAL/ELECTRICAL PLANS FOR POWER TO LIGHTS AND SIGN (TYP.). Q ELECTRICAL TRANSFORMER, PAD, AND VAULT (IF REQUIRED) BY OTHERS. TRANSFORMER TO BE SIZED TO ACCOMMODATE AAP AS WELL AS FUTURE USE. RQ CONNECT TO EXISTING GAS SERVICE LINE. CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR CONNECTION AND INSTALLATION OF CONDUIT AND METER. QS CAP EXISTING GAS SERVICE. NARK ABOVE GRADE FOR FUTURE USE. Q CONTRACTOR TO POTHOLE EXISTING UTILITY TO FIELD VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. UQ INSTALL 48" SANITARY SEWER SAMPLING MANHOLE. OV INSTALL P.V.C. RING-TITE (ASTM D3034, SDR-35) SANITARY SEWER LINE. SIZE PER PLAN. �W INSTALL SANITARY SEWER CLEANOUT. UX CONNECT TO EXISTING 6" SANITARY SEWER STUB. Y CAP 6" SANITARY SEWER LINE. MARK ABOVE GRADE FOR FUTURE USE. �Z CONNECT TO EXISTING TELECOM SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR NEW CONNECTION. LEGEND SAWCUT, REMOVE AND REPLACE EX. PAVEMENT WATER LINE DDCVA (FIRE) DCVA (DOM. WA./IRR.) WATER METER SS CLEANOUT TO GRADE SS MANHOLE GAS LINE GAS METER -- w ----- ELECTRICAL TELEPHONE ® EASEMENT SANITARY SEWER SAWCUT 12" CONC 4" PVC 18" 18" 1111 STORM MANHOLE (48')- RIM = 349.67 18" D.I. S = 340.95 18" CONC N = 345.62 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (206) 522-8344 Seattle, WA 98109 www.PAcLAND.COM SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON UTILITY PLAN GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. P(OH) p(OH) p(,)H> t ImfI t-t HOW8 Know what's below. Call before you dig. p(as) KOH3 of.N - ' --.-. spa - S, SD j PERMIT NO. 15-101551-00 1 APPROVEDJL CITY OF FEDERAL. WAy DATE ADVANCE AUTO PARTS 33370 PACIFIC HWY S. FEDERAL WAY, WA C-3.0 SMOOTH FACED CMU. PAINT Al. SPLIT FACED GMU. ilp PAINT Al. SMOOTH FACED — CMU. PAINT Rl. p � LIGHT FIXTURE — SPLIT FACED CMU. PAINT BI. SMOOTH FACED — cv CMU. PAINT 52. 6 SPLIT FACED CMU: PAINT 52, NOTE: PAINT RAILINGS - BLACK 42" HIGH LOADING/- -UNLOADING RAMP RAILING BEYOND. 42" HIGH LOADING/ - UNLOADING RAILING WITH 4" MAX. SPINDLES BEYOND. NOTE: ROOF TOP UNITS SHALL BE SCREENED FROM VIEW. CONT. ALUMINUM GAP FLASHING. PAINT Al. SMOOTH FACED r. KNOX BOX. I PREL I M I NARY ELEVATION M21 SG&S 1/8' = P-On OOTi�AGBt1= s� GMU_ PAINT Al. SPLIT FACED CMU. PAINT Al. c4 .. SMOOTH FACED — Q I GMU. PAINT RI. t- O SPLIT FACED CMU. tt PAINT 51. SMOOTH FACED — CMU. PAINT 52. _t FINISHED GRADE. `,L 42" HIGH LOADING/ - UNLOADING RAILING WITH 4" MAX. SPINDLES, 42" HIGH LOADING/ UNLOADING RAMP RAILING BEYOND. 3, -2" PANELS. #Sm- INSULATED GLAZING AND ENTRY SYSTEM. T. CONT. ALUMINUM CAP LINE OF T.O. ROOF. FLASHING. PAINT Al, �Itlrltia tttr and STEEL EGRESS ELECTRIC 0 ° ACCE55 RAMP. DOOR. PAINT E31. METER. SLOPE 1712" MAX. CONCRETE 2 PREL I M I NARY ELEVATION LOADING P� SCAM, 1/8" s P-0' DOCK. CONT. ALUMINUM GAP FLASHING. PAINT Al. _ ry SMOOTH FAZED GMU_ PAINT Al. b SPLIT FACED CMU. B, PAINT Al. - —_ p SMOOTH FACED _ — ►= O CMU. PAINT RI. ~ - LIGHT FIXTURE. SPLIT FACED GMU. cy d O' PAINT BI. SMOOTH FACED ---- .�_ CMU. PAINT 52. NOTE_ ROOF TOP UNITS SHALL BE SCREENED FROM VIEW. � M00'1�F/C-GED � CMJ. PAINT Al. SPLIT FACED GMU.— _ PAINT Al. f= O GMT;. PAINT RI, LIGHT FIXTURE. — SPLIT FACED CMJ. PAINT 131.zmtooTH y Ct4J PAINT 52. e� SPLIT GED CMU.— - PAINT 1,2. SIDEWALKC� SEE CIVIL. PARAPET BEYOND LINE OF T.O. ROOF. _ e. LINE OF T.O. ROOF. PARAPET BEYONDA SPLIT FACED CMU. PAINT 52. WATER -- ELECTRIC. V-0.1 ALUMINUM 50UPPE-R AND DOWNSPOUT. PAINT BI. �1 5HED GRADE, �I�rttsttstt.tt.itit��ts stlstt.tt.�lttlt 1 tttil�lrrt �Ittifltt��I�tIIrIRl1 IINl1��1 lunitmleim ! tuel�nettm �r�tlarrttoai'Ii i��l��ilitl<tl� ��tl. tltltl� ��l� � t�ttll f.t�tl�lr�� Iltltlillll�tl i I�w� ��.,■ ■�t�tttt�lllt�l�lrJ�ll.tl.ltt�itlrttlrtiil� x ttrnw�trut rrllltrrr SPLIT FACED -••FAINT nmLj\ ROLL-UPEXHAUST. FAINT 51. r GRADE.UNLOADING r GRAPE. © + + LIMINARY ELEVATION • v -- e Eo. CONT. ALUMINUM CAP SMOOTH FACED -1? PANELS. YEH Ovi FLASHING. PAINT Al. w i OF • ROOF, �tii lcl�ettss�t�tt�.��iar�ti�� >•tiri�l��iu ��1� asal.lal.aa.�_..I>t�. dvarr�►r_1�a�'i4� l= = �=====t,Mss==r.�� i [Illril�ill�GiG�L'i:>3=�-a�� Ist•�� •` 1 _-----Iwnstwls��stts■�wiltwt� n��w STEEL EGRESS DOOR PAINT 51. PLANTING BED, 4 LIMINARY ELEVATION (501 iE'2) SCALE: 1/6' m 1''C' SIDEWALK. SEE CIVIL. NOTE: PAINT RAILINGS BLACK 42" H16H LOADING/ UNLOADING RAMP RAILING BEYOND. FINISHED GRADE. 42" H16H LOADING/ UNLOADING RAILING WITH 4" MAX. SPINDLES. GA5 METER. r-t t v't 't t t i't tt t't't t ♦t 't i a't i♦ t t-♦ K$t # Yti# tvr#-t �. -v✓ - .�-_i R i # t i ""`"��_�,„#�_t e # i t t t t t Y i i t# 't * fr t v i t t r t 9' t t i i t 'i tr t r * ♦ _ ♦ 3 t t # t t t f t k '8 v # it r '$ Y f f r t f Y t Y 0 FINISHED -�-z� # t i t t t t# v# t # t♦ -�_�.t' t t t i t## s ♦ # s i t t t t #t##t#tit*$##s s♦♦ t s s t s #'z t t ie{ r rit"tt y-$ t __.� .-'- _ -_ -_- '- 1 GRADE. LANDSCAPE AREA. - --�- � t t. # # $ � • t t SEE CIVIL. NOTE: PAINT RAILINGS BLACK ;i MATERIAL 50HEDULF MATMALt EXTERIOR FAINT: AMPLE C4WRI LOCATION= Al BEACHCOMBER 201-1 58-052 CMU BLOCK BI CASTLE ROCK IOYY 41/083 GMU BLOCK, METAL DOOR B2 SAND MOTIF OOYY 38/123 CMU BLOCK RI AAP RED META- PANEL 5161SIBAND, GMU STRIPE RAILS BLACK HANDRAILS SAFETY SAFETY YELLOW BOLLARD5, MANDATED SAFETY AREAS a ADVANCE AUTO PART5 PREL I M I NARY ELEVATI ON5 NOT FOR OON5TRUOTION FEDERAL WAY, AA CONCRETE GAP 8" SPLIT FACED Chi 1 BLOCK. PAINT BI. W SMOOTH FACED p CMU BLOCK. PAINT E32. '- 8" SPLIT FACED OW BLOCK. PAINT B2. 6" CONCRETE GATE BOLLARD. I I 24" DIA. CONC. ENCASEMENT X 5'-0" DEEP DUMP5TER L/R 51 DE ELEVATION ply SCALE= 1/4' • 1 W -------CONCRETE GAP b DUMP5TER REAR ELEVATION PR�2 SGALM 1/4' s V-0' NOTE: ALL METAL GOMPONENT5 SHALL BE PRIMED d PAINTED BLACK. -- 8" SPLIT FACED GMU BLOCK. PAINT 51. -- 8" SMOOTH FACED CMU BLOCK. PAINT B2. — S" SPLIT FACED CMU BLOCK. PAINT 152. 2" 50 TUBE 5TEEL FRAME 1-1/2"x 1/4" STEEL BAR WELDED TO FRAME 3/S" STUDS HELPED TO BACK SIDE OF BAR FOR ATTACHING CEDAR SLATS (2 PER BOARD) t } 5" WELD --ON BARREL HINGE 600LB CAPACITY - LOFT GATE ITEM #3HIB5 - CENTRAL STEEL B r SUPPLY; QUANTITY OF 3 EACH 51X I 6" GONG. FILLED PIPE I CANE BOLT y%� 24" VIA. CONC. I , I /,ft TREX BOARDS EVENLY _- ENCASEMENT X T SPACED, IN GATE LEAF (COLOR: T 51-0" DEEP SADDLE) ATTACHED TO FRAME WITH 5/5" VIA. CARRIAGE BOLTS i1 nI IkA0C,-r=0 I~C7/' kl*r ICI I~ti /A-r'lnkl 50ALE= 1/4' = I' -On REsUSp417 E® JUL 18 2016 CTr1' OF OF CDS wAY a) 2" lod epole ine t stake 8IondrivE into undisturb d grc 5tain brown Water basin with sidewalk Planting pit twice s ze Undisturbed 5v i i STREET TREE PLANTING DETAIL No scale rune discai�od and broken bronthes Aotor .. 2" muir-h A5 Compacted .. . V40t6r fertilize as racl,'d Planting hole min. 3ll�ll - - •rootball SHRUB PLANTING DETAIL No Sca l e NOTES rune diseased and Broken branches 'Ghainlock" or equal -,roe tie material (1" ,iidth); nail or staple "roe tie to hold vertically, loop each tie around half tree oosely to provide I" clack for trunk growth :urb )nctlazed planting pit �u ace /2 topsoil, 1/2 native soil, Hater thoroughly, fertilize Planting bed with 2" mulch 1/2 spacing distance Note: I. installation includes removal of stakes one year after installation. 2. Adjust tree ties during establishment to allow for growth. GROUND COVER SPACING DETAIL No Scale- Triangular spacing I. Subgrades, including berms, to within I 1/I0th fool° provided by Oeneral Contractor unless otherwise noted. 2. 5ubgrade shall be scarified or rototilled if conditions require. 3. 4" depth S-way topsoil or equoi in all planting areas. 4. Minimum 2" washed rack on top of filter fabric ii� all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Ok4ner. 1. All mass plantings shall have triangular spacing, a. All tree pits shall be inspected to insure proper drainage. ,zi. Positive drainage shall be maintained. Mound planting areas minimum 6". 10. Landscape Contractor shall maintain site until final inspection and acceptance by owner. PLANT LIST 77ZbVL BDTANICAL / COMMON * QUANTITY SIZE CONDITION Styrox 'Pink Chimes'/ 7 I-i/2"cal. 5$5 �japonicus Pink Chimes Jae. snowball Zeikovo serrata 'Musashino'/ 13 1-1/2 "co l. E345 Musashino Zelkovo Acer rubrum 'Red Sunset'/ 4 I-i/2"cal. 5$5 Red sunset Maple Pinus flexilis 'Vandewolf's pyramid'/ 16 6' min. i345 Vandewoif's Pyramid Pine Ceanothus N/ictoria'/ 25 5 gallon full $ bushy Victoria Ceanothus Viburnum davidii/ ^70 2 gallon full $ bushy David Viburnum Thyja 0. 'Emerald Oreen' / 16 6' min. 5$5 Emerald green arborvitae 0 Viburnum tinus ' 5pring Bouquet' / 55 2 gallon full $ bushy Spring Bouoiuet Viburnum 112 21" min full 4 bushy Prunus L. 'Otto Luyken' / Otto Luyken Laurel Azalea Oaiety 21 2 gallon full $ bushy Hemeroca I I is Stella de Oro' / 52 1 go I Ion full Daylily O Liriope muscari / 21 1 gallon full Blue Lilyturf Arctostophylos uvo-ursi / 4" pots full kinnickinnik IVI O.C. Sodded Lawn Hydoseed erosion control seed mix * Confirm all plant quantities INTERIOR PARKING LANDSCAPING NUMBER OF PARIGING SPACES ............. I ............... 3/0 REQUIRED LANDSCAPING 3(0 X 20sf.......... 140 sf LANDSCAPE AREA PROVIDED ........ ................. .4,4(ol sf d, Shrubs minimum 36" high Existing retaining wail. Height varies\ sidewalk SECTION A— A No scale 2 EXISTING STREET THE TO REMAIN EXISTING LAWN SOUTH 336TH 5TF-,EF=T street tree EXISTING TREE REPLACEMENT EXISTING-F TREES TO BE RFt-10VED WITH CALIFER SIZE 1" 1 = i 1APLE P = PLUM C = CN1=RRT' TREE UNITS REGQUIRED......... 20 UNITS PER AGRE X 1.21 ACRES = 2roTREE5 Oroundcover EXISTING TREES REMOVED: 1"....... ..... 23 TREES REMOVED = 23 TREE UNITS 6" curb (0"-12"........... 2 TREES REMOVED = 3 TREE UNITS a.. Parking 12"-18".......... I TREE REMOVED = 2 TREE UNITS 28 RE1='LACEMENT TREE UNITS REQUIRED NEW / REPLACEMENT TREES: 20 MEDIUM CANOFT' TREES.................20 TREE UNITS 1(o SMALL CANOP�I' TIREE5.......................8 TREE UNITS 28 REPLACEMENT UNITS PROVIDED NOTE: VARIES SIZE COTTONWOOD, ALDER, AND WILLOW WILL REMAIN IN UNDISTURBED AREA ALONG EAST FROE'ERT 1' LINE. L AND 5CAF FLAN &C,ALE: 1"=20' NORTH 0 1 D' 20' Petmit.Number. Approved'By: C 0 �n Q) 0 E Q0 o J °' CJ 00 Q �� Lo .o 0 U PLAN WkOVAL RESUBMITTI JUL 18 2016 CITY OF FEDERAL W CDS � M zz zz 4 WY E`�.Nca wU- (n31x o U z W cc H CO Cl) F- A U w _ o Z � H w � o WQ 00 W U) Q U U Z Q o .� Sheet LAND5CAPE PLAN L , 1 ,h grade/ Top of mulch -Up spryy sprinkler lostic MPR nozzle nch male NPTx .4,10 Inch � Elbow dipple or Funny Pipe Schedule 40 Tee or Ell nch male NPT x .4,10 Inch Elbow r- v c. Lateral Pipe POP --UP SPRAY SPRINKLER No Scale Pav Select backfill, -ll. remove rocks, _ debris and Ea I Q - sharp objectsiiiTl�Z I�I I- :.. o I (I-I'1-I I I�TII PVC Glass 200 sleeving twice size of pipe Lateral or----�yo - Mainline SLEEVING DETAIL No Scale I Gate Valve — Quick Coupler Valve � for winter blowout— .Junction box I" pvc schedu to power supI Controller per irrigation schedule it pvc schedule 40 rdult and fittings ,..,-es to remote controle valves WALL MOUNT CONTROLLER No Scale Finished grade Se rer CIO she PV La' 1=111al — --LI ooI El I El I 1- � I —I =1 THI>LT= ect rove rocks,= !— iris and I oo -J1=11f=1 T_I- ICI —I 1I = —II��1�=�jjT=� Irp objects Illll-l�IIIIf . III 1 IIIIIIII�III�I .. Glass 200 :era l PVC Glass 200 Mainline Valve Wires TRENCHING DETAIL No 5cale Pressure Reducing Valve, - if required CMaster Valve, if required PVC, Mainline Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No 5ca l e IRRIGATION SCHEDULE SYMBOL DESCRIPTION RADIUS F ® 30 -6 H U Q V RAINBIRD 3500 SERIES POP-UP, 2.0 NOZZLE, 4" POP-UP 2-1' O �) RAINBIRD laoo MPR 15' SERIES POP-UP, 4" LAWN, 6" G.C. 15' Oo 7V Oa RAIN5IRD 10,00 MPR 12' SERIES POP-UP, 4" LAWN, 6" G.C. 12, m Tb T rD RAINBIRD 1500 MPR 10' SERIES POP-UP, 4" LAWN, 6" G.C. 10' ® 3 RAINBIRD 1800 MPR S' SERIES POP-UP, 4" LAWN, 6" G.C. 8' G] RAIN5IRD 1500 MPR SIDE STRIP POP-UP, 4" LAWN, 6" C.C. 4'X30' ® RAINBIRD 1800 MPR END STRIP POP-UP, 4" LAWN, 6" G-C, 4'X15' RAINBIRD PE5 SERIES PLASTIC VALVES © RAIN5IRD ESP MODULAR 5ERIE5 16 STATION CONTROLLER ® POINT OF CONNECTION: 1" IRRIGATION METER 1" FE5CO 850 DOUBLE CHECK VALVE I" QUICK COUPLER VALVE I STATION 21 C PM —-- 1-1/2'' MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC CLASS 200 5LEEVING, PVC CLASS 200 o CONFIRM EXACT LOCATION OF P_O.C., CONTROLLER, AND WATER PRESSURE AT P.O.C_ o ALL VALVES IN 'AMETEK' OR 'CAR5ON' 5OXE5 SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE 5ACKFILLING, o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO A55URE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. GPM PSI 1.69 35 1.85H 30 1.30H 30 0.-19H 30 0.52H 30 1,21 30 0.61 30 SOUTH 33roTH ST FREET �RRIOAT�ON FLAN RESUBMIT°EC JUL 18 2016 CITY OF FEDERAL WAY CDs O 4 O U 1- z w O 0 0 U f- Q) v O Q0 O 00 O .J O N �� `L7 Il O I� K 41 '� lit-1-��1 Z :< LU CJ M t`° zZ wZ OW 05- ZT *k W CO F a �W U w W -� M�1 0 W � o w� CO W TT� Z V) Fri [� A Q � Sheet IRRIGATION PLAN 14 7E Pi EL I M I NAM T' FLOOR PLAN aVbM•P-W W LPL C: ww W O WJ w n w WLL rrDATE GROSS SQ. FT. 6/10/16 6,912 S.F. ECT# 160530 DRAWN BY: CK BY: JAWVERSI Q4-14 72x96 L REPORTS, PLANS, SPECIFICATIONS, r FIELD DATA, NOTES AND OTHER DOCUMENTS, INCLUDING ALL OCUMENTS ON ELECTRONIC MEDIA, PREPARED BY THE DESIGN ROFESSIONAL AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. Q DISSEMINATION MAY NOT BE MADE - WITHOUT PRIOR CONSENT OF THE DESIGN PROFESSIONAL, ALL COMMON LAW RIGHTS OF COPYRIGHT AND 11rIi. OTHERWISE, ARE HEREBY SPECIFICALLY RESERVED. PRELIMINARY FLOOR ti PLAN JUL 18 2016 R CM OF FEDERAL w`■ R E CDS ; 1 0�'N P1� S. ALTA/AGSM LAND TITLE SURVEY 1�p 51 330TH sr 19 A PORTION OF THE SW%4 OF THE SW%4 4 OF SEC. 16, TWP. 21 NORTH, RGEr 4 EAST, W.M. S. 33M $T S. 331ST ST Q CITY OF FEDERAL WAY, KING COUNTY WASHINGTON S. 332ND ST S. 333RD ST N Vi � Tom. � 5 LEGAL DESCRIPTION: RESERVATIONS AND EXCEPTIONS: SITE (PER CHICAGO TITLE COMPANY OF WASHINGTON'S COMMITMENT NO. (PER CHICAGO TITLE COMPANY OF WASHINGTON'S COMMITMENT NO. N 0050492-06 DATED SEPTEMBER 11, 2015 AT 8:OOA.M.) 0050492-06 DATED SEPTEMBER 11, 2015 AT 8:OOA.M.) S. 336M sr TRACTS 10, 11, AND 12, STATE PLAT IN SECTION 16, TOWNSHIP 21 1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, 99 THEREOF, RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, INCLUSIVE, IN KING COUNTY, WASHINGTON; DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL EXCEPT THAT PORTION THEREOF CONDEMNED UNDER KING COUNTY PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY FEDERAL WAY, WASFMTON SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN GRANTOR: STATE OF WASHINGTON INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841; RECORDING NO.: 3778561 (NO PLOTTABLE EASEMENTS) VICINITY MAP AND RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE EXCEPT THAT PORTION OF TRACT 12 CONVEYED TO THE CITY OF FEDERAL RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER WAY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS NUMBER 9904202477. AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED 1N ABOVE -REFERENCED DEED. AFFECTS: TRACT 11 2. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 3778562 (NO PLOTTABLE EASEMENTS) RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 10 3. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 4403835 (NO PLOTTABLE EASEMENTS) RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 12 4. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED -� TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN: RECORDED IN: VOLUME 41 OF PLATS, PAGES 30 THROUGH 32 (NO PLOTTABLE EASEMENTS) 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND ENERGY, INC. PURPOSE: UTILITY SYSTEMS FOR ELECTRICITY RECORDING DATE: JULY 1, 2004 RECORDING NO.: 20040701000605 AFFECTS: WESTERLY PORTION OF SAID PREMISES (SHOWN) 6-27 FINANCIAL AND OTHER MATTERS BEYOND THE SCOPE OF AN ALTA SURVEY. PLEASE REFER TO THE REFERENCED TITLE REPORT FOR PARTICULARS. HORIZONTAL DATUM: NAD83/91 NORTH 46'22'40" EAST, AS MEASURED BETWEEN WGS MONUMENTS 6876 AND 6868. VERTICAL DATUM: NAVD88 BENCHMARK: EAST QUARTER CORNER OF SECTION 20, T21 N, R4E, W.M. (WGS 6876) ELEV.=315.73 US FEET (NAVD88) PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TOPCON PS, TRIMBLE S6 AND A TOPCON GR-5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: ORIGINAL FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN OCTOBER, 2015. TAX ACCOUNT NUMBERS: 797820-0050 AND 797820-0060 CALCULATED GROSS LAND AREA: 79,475f SQUARE FEET (1.824t ACRES) SITE ADDRESSES: 1804 S. 336TH STREET, FEDERAL WAY WA 98003 33370 PACIFIC HIGHWAY S., FEDERAL WAY WA 98003 FLOOD ZONE INFORMATION: DESIGNATION OF THE FLOOD ZONE IS SCALED PER FEMA-FIRM MAP NUMBER 53033C1250 F, PANEL 1250 OF 1725, LAST REVISED MAY 16, 1995 AND DOWNLOADED FROM FEMA MAP SERVICE CENTER WEBSITE (http://msc.fema.gov) ON OCTOBER 7, 2015 1. ZONE X AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN (NO SHADING) ZONING CLASSIFICATION: COMMUNITY BUSINESS (BC) THE SUBJECT PROPERTY IS DESIGNATED AS LYING WITHIN THE COMMUNITY BUSINESS ZONE, AS SHOWN ON THE CITY OF FEDERAL WAY OFFICIAL ZONING MAP. SETBACKS ARE DEPENDANT ON USE TYPE. DATA IS SHOWN FOR GENERAL RETAIL SALES AND/OR BANKING ESTABLISHMENTS, OTHER USES MAY HAVE DIFFERENT REQUIRED SETBACKS FRONT 0 FEET SIDE 0 FEET REAR 0 FEET MAX. BLDG HEIGHT 35 FEET PLEASE CONSULT THE FEDERAL WAY REVISED CODE (CH 19 ) FOR ADDITIONAL REQUIREMENTS AND/OR RESTRICTIONS THAT MAY AFFECT THIS SITE. (ZONING CLASSIFICATION NOT PROVIDED BY INSURER) PARKING: REQUIREMENTS: 1 STALL PER 300 S.F. GROSS FLOOR AREA EXISTING PARKING PROVIDED 34 REGULAR STALLS 1 BARRIER FREE STALLS 35 TOTAL PARKING STALLS SURVEYOR'S NOTES: 1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERVATION, MARKINGS, DEVELOPMENT PLANS, AND/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION, NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE VERIFIED. 2. ALL DISTANCES ARE IN US FEET 3. THERE WAS NO OBSERVED EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS NOTED AT THE TIME OF THE FIELD SURVEY. 4. THERE WAS NO OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL AT THE TIME OF THE FIELD SURVEY. 5. NO WETLAND AREAS WERE DELINEATED BY APPROPRIATE AUTHORITIES AS THE TIME OF THE FIELD SURVEY. 6. THERE WERE NO OFFSITE EASEMENTS BENEFITING THE SUBJECT PROPERTY PROVIDED TO THE SURVEYOR AT THE TIME OF THE FIELD SURVEY. 7. MAY 4, 2016 REVISIONS/ADDITIONS DID NOT INCLUDE UPDATING TO 2016 ALTA/NSPS STANDARDS SURVEYOR'S CERTIFICATION: TO- CAnFNCF DFVFI OPMFNT_ I I C AND CHICAGO TITI F INSURANCE COMPANY- THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 11(b), 13, 14, 16, 18, 19, 20(a), 21 ($1,000,000) AND 22 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 6, 2015. DATE OF PLAT OR MAP: MAY 4, 2016. 5/4/2015 OWEN B. HILLE, PLS WASHINGTON REGISTRATION NO. 40016 .71 Y U � m ,, o xm L min SQ� AVM 1b213a3=1 :J0 ,ki0 910Z 61 4N 0 .Q . uj LJJ W 0 _ .�. 0 .,J u.,. U.! Z 0 CC- w co ~ w ZCC Q / U_ N Cr 0 O d. Q Q 0 H U. J � U. 0 0 Q 0. (j co V■r t— () N 0 .J 0) r N Z co W LLI 0) 2 cf) a. 0 - < W Ww Z Q V Z ..J � Q Q 0 co (f) s. Lo 0 q' tm LL O D 041 N �o O U 12 I x o o w I v Q Q) x m3 V 1 0CL w U Q O -� O = O CW.� Z) Z w < V u a_ Z X Z w W LQ S V) fV z O G7 00 m N NI flo 00 i Z LU W W o I., Q �-- t0 L0 Z CD- 0 �_ co N iN^. to In W O \ 00 W dN > > 5 E r= S � ` K rs Lu N A2 N5 y.. CO N N tV E M z � o0 v ii S. 330711 ST vi i 336TH ST S. 331ST ST r S. 332ND Sr I S. 333RD ST vi m 2 Q N v> eC SITE S. 336TH ST VICINITY MAP N 14A 47 0 &E �a 9. 4+G�TlNG ENG��@ M Z 9 W wil Z Fol Ed i -f R A 5 M fma- Wmm PORTION OF THE SW% OF THE SW14 N OF SEC. 16, TWP. 21 NORTH, RGE. 4 EAST, W.M. N CITY OF FEDERAL , KING COUNTY WASHINGTON SEWER MANHOLE "1111,x x , a e. 0 /"� 0_RIM = 356.92 ;(� » ENT LOT W] ApN 7978pTEt CHAINLINK FENCEgtSNOP 8„ _ I „ NLINK FENCE 1✓ SO N� K A 5 PVC S = 346.84 ' SIC STEVEN HSIANG 0.2 NORTH I ENN N VE S. w °� CHAT . ANG �(U N`N { S. J2 k x t x Y . - HU tC 0.9' WEST OF CORNER I 33503 18jN WA gg003 m 6 PVC E - 347.07 j-�� a� , w � , ��- . , �� .:. �, A �� z : > ; % .�, � �., x �a _ � LN. , � � � f. p PACtF 98003 I WAY, t 3 A .� 3 E x � W Y F ... .. , � r ,�2, .� ,- � ? 3 r r"fie. ,y/• - ;�. r :' - s x 59 y.52 ,k ERA` .,•.,� k - I ... ., w ., 4 .r? x , .g.,. �,: ..,rH, .. �:. _•,. , :�*. 57 7 :,, :. >'3F ,%,:... ��, . s. ,!tl� ,..�fi,�e'3. ,,. .. m .... � ..3 ... n�e �.. ,.. ";;� ��, EXISTING , ,•L` .��. 'F ,... � - ;>.._,.: _.,..) r> .. . „ ,. ..F ..-... .. : �k ,:,. .r�.. , .... .._ � :.,. , . �,�. :�. :� I Y i ^' I I �- _ - - - BUILDING v ,<.... .., , s X ♦.. ,.'. <-..<a »,. u.-. F�,� ..::. .4 .. ,-: .:.. 5 . 4 7.- '., ' a.: ' - , e *. ., . .-. ;.- ^S .,rw s-F.•>.fv'..' r. ar -,,, .. . � ,..; ':::F�.C" a. i,..-, ,<-. r,+ .. ... r. .'i ,:4 �,... .', . b� %: 5 � ,r .,.: � �." .:.'� ,.. ',,Y .... ,.f .''F' s'h '.: .Y M a 'f w .� t �� ;, , � s �>r .�. 8;b4;,yr 55 �� a315 I I N BUILDING EXISTING 11 H3v69..90� 359.96 II II POWER CATCH BASIN ----------- RIM 356.48 358.40 IL qE 2POLE �aµ 18" CONC N 351 43 Ix - - - - -- HORIZONTAL. DATUM: NAD83/91 NORTH 4622'40" EAST, AS MEASURED BETWEEN WGS MONUMENTS 6876 AND 6868. VERTICAL DATUM: NAVD88 BENCHMARK: EAST QUARTER CORNER OF SECTION 20, T21 N, R4E, W.M. (WGS 6876) ELEV.=315.73 US FEET (NAVD88) (CONVERSION TO NGVD29 VERTICAL DATUM IS: "NAVD88-3.55 FT. = NGVD29) PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TOPCON PS, TRIMBLE S6 AND A TOPCON GR-5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. DATES OF SURVEYS: ORIGINAL FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN OCTOBER, 2015. NOTE: FOR TITLE INFORMATION SEE SHEET 1 OF 2 © POWER VAULT L'.-J TELEPHONE VAULT WATER VAULT ¢-- STREET LIGHT (] LOT LIGHT YARD LIGHT L7 POWER METER --0- POWER POLE c GUY WIRE 0- TRAFFIC SIGNAL PEDESTRIAN PUSH BUTTON ® JUNCTION BOX (JBX) 0 TELEPHONE MANHOLE (TMH) ❑ CATCH BASIN (CB) G STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) 0 SANITARY SEWER CLEANOUT (SSCO) (Oj GAS METER (GM) nc7v^' V V GAS VALVE D4 WATER VALVE (WV) FIRE CONNECTION (FPSP) FIRE HYDRANT (HYD) 0 WATER MANHOLE (WMH) ® WATER METER (WM) IRR IRRIGATION VALVE (IRR) ® UNMARKED VALVE � SIGN \ NOTE: NOT ALL SYMB( SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) ® FND. SURVEY MARKER (AS NOTED) ASPHALT ' o CONCRETE GRAVEL SS - ss - SANITARY SEWER LINE SD- so - STORM DRAINAGE LINE x CHAIN LINK FENCE WOOD FENCE +* SILT FENCE GUARD RAIL / HAND RAIL W WATER VIA PAINTMARKS G GAS VIA PAINTMARKS T TELEPHONE VIA PAINTMARKS P(UG) POWER VIA PAINTMARKS P(OH) OVERHEAD POWER LINES 0 CONIFEROUS TREE W/DRIPLINE 0 ; DECIDUOUS TREE W/DRIPLINE CS WILL APPEAR IN THE DRAWING Y <7 -X - - x X X _ x ` X X _- - _ - J = 'ECtzL�) P OH) P(OH) P OHx 35 3 9.97 I 18" CONC S = 351.43 CHAIN LINK FENCE {j s- a X 359..0.E X -_ X -- X ^'--c 60.08 ( �, ^'�v �.�s y� j� P SIGN 358.33 x 359.32 x 359.24 -� 12" CONC ENE = 351.63>H4 i `1 V/ 4 y S ). e �t ' G�> 74 S 359.01 X 35p.5y59. 35.47 35 30 (L '^ z, 3 P(UG) 35'P7 x 358.88 x x 359.37 T x59.67 x�_358.11 TE 358.37 P{UG) P(UG) 358.75 359.76 x vi b'i n G WOOD FENCE 0.$' SOUTH ❑ i-157.23 MH (n x x 359.01 I i- x 3�7.2 x 3 ROCKERY r `X cx 359.71 G G G 55792 1.4' WEST OF CORNER I -- x 5 1354.80 4 J 3�fd kilu .�a,� �55: ®, a 3 :30 d a �-. . a CO --CATCH BASIN x x5398.55 ❑4.556.46 so 44RIM = 355.99 Lr ,x,a. 45 x 358.58- 3 3 .oNIPNe4OV » ""^>~.„. " 5/.Q "'"^ P� �;--- -a-�-a "_" - CZ 360.3,`p 3`6.1jE.12 CONC S = 351.99 + MAV 8003 _ G357.74 » ,,,,, .4#`' a - TEL 1YiH.. 357.8s�b9�1 35786 1 x 358.296.414 PVC E - 352.69s,., ° $\ x 35641 G3:t1 x 357.881 1' d : 28 sae ° SIGN I 4 CANOPY CATCH BASIN ° 35is7 RIM = 356.36 CANOPY CQt.UMN �950 -^•- 5D -^^- SD SD 57. t COLUMN I � �z�,3 $3 b.00. x 33�.3 8 `.i.-_ 357.40 $" CONIC J = 352.49 CATCH BASIN t y sr .. ".84 m 356,21 x 358.38 RIM = 355.31 1 w ,, d 3s6.20 as3 DRI` E Ti-lRU x I as sl(7 lI �� iV... I ° } TELLERS }j 360.75 357. '0 --::.tl.... :7! { 1 I �p 18 CONC N = 350.39 � { � '`� �a n 3"t s a � t,} v �7.s7 Z I 358.08 » 236P, # : 7LOT 10 18 CONC S = 350.39 35 ?- :r„..„�;.v. �?¢3; ,"S.Y (`�: - .8 x 357.39 j{ x 356.3�496 , y35584 56.>A 396$=., 55W6S >' to 4 . - 9368.2 :05fi:¢8: .' a 7.03 �oJ x 35944 I 57,6b 35 Q 1( 0. ..:,j 357 • I f.49 I \ <k 357. 357.35 7CD .i xII 36tss 358.4216.1,f tJx 335859. _0. �I si 81 .. 3x535003.118 N ®357.64 V57.8.13.7 LOTd `5 n.9- IGHT - - -_ - -- -'---57.74 35683J:H 233 21.5- - - _L35s.93 36zz1 O o x 4S°a�4 GAS ° ss� 5 x I s o9as.4s 357.65 x X 35877 to �I ✓ +� L d M ETER O4 x o ° a v o EXISTING LifiHT` : �� - i s.oa'°5; 3 37 5 EXISTING BUILDING +I �� o I o ` BUILDING ?: Si-�NVARD C L' C7 :( 1 35 357.i3 -.35b5 t �' + FOOTPRINT = a? a - --- 35653 I 4 �t= 4 7 54.84 .rp. w� 4,989f S.F. ,n a x f I v,.. d 556.30 g35Z76 } t co 11 ii �-'.l1`. 3 35j;,8: 35731 356.36 fff Q Lr354734 t,`�' _3P 't 334.70 - s•- 6fi4 X358.40 I o POWER N- i - t 4 7 i y 354.68 .-.... Ce}'- - , l - - - - __ - ° 356.94 ER ,--. �! 1-. i= t .O ° 5.0:ly- -._ - ..._ -_ - �_ „� :. - -i 356.73 356.00 355.73 x 361.32 0. I MET li ff x 345.93 F1357 98 35626 4 Q ( 7 111 - µ-, ._.. --.. N FLR 355.§$3 x 354.66 x 7A4.43.: t ° 34 1 6' 35 . 356.85 19.9 t d§i:@@ a 356,1a y N S �'. W C3T 4' [n C� V'-.{ e a O 356.Si 0 I 346.0 cn rn , r :t� FAUCET. I I ROCKERY 2 �o a , \ FND. SEWER C.O. ass.o6 = 0015 m■ i G. 1� f _ ° e.d , . �. ao v O 357.34 I 412940" qio ! m i t aj d ° \�,� U/G LINES SHOWN09 356.41 3s6.4, I APURENGE S wES g, n t, ., 11 °. a �. PER PERMIT DATED o, x I 3ti AVE 4q� + 6/3/80 �o a . ° ¢ (y I I x 360.63 o 33rj19 18 yjA 98003 r- -3 -, a° a. x (NOT FIELD ° a d O 355&9 1 I x ui FEDERAL WAY, d..a LOCATED} xv7+�4 W k I i ( d ° 3568 °. ' - °. a \ e ° °-° 355.66 9 I Z �. I EXISTING z t ° ucv, 4a �3s. }} Y N BUILDING BUILDINGAl,I a �' BLD HT o ° s, 6a 35s :n I;s6.03 Y_ 1, I - k COL ° ' ?O- = 375.96 ,`°\ d �G v} 354.20 I J zo z I \ ° ° a. 357.ia N c2_ .ussa e ° U I e 4 K' 3 p/ 7.84 }t 75.0' x 357.90 ° .J I a x 345.66 - {¢y� .. `s4 2.75 �i.,..104' .._ �. d ? d _ a °`. °�:.\ 5.7'- 33656 355.42 '/ a �6.7' 10 347.2 ®6t-3.� 343.58 _- _- - n a POWER -- ,-, e° SS -- ss ss a , d �� 0 1.1'f- ❑ �3s9,p POLE a $IGN rj 25.Tt 3 �• v, i ti .. 13_615 75 35715 = I 356.46. !9 - e- 6• - ° 5-1. 356.40 p I HQGWIRE Gv x 346.42 356.16 357.45 "e a x 343.42 56. 357.17 356.80 356.36a 3>528 {{ 3F 354.41 FENCE I 1� STALL 356 PLANTER i «„ » 50 •-- SD -•• SD -•+-• gEi' SD �356.47 �35b.58 .�355.24 355:79. --0 STORM MANHOLE (48 ) a _ ° a I °•--. ., � � (�P) 4 3 ' j 110.0, 10' WIDE UTILITY EASEMENT PER PLAT OF RIM = 355.36 - ase,�. ° 4 x o i LAKEHAVEN VOL. 52, PGS. 63-64 d ° 3sasz x 356.36 a CONC N = 350.6$ .: VARIES 4" PVC NNE = 350.86� 12» 35A.57 x x 355.31 t STALLS I I ( i t!t z/ 356.60 43 12' CONC E = 347.45 t # U f7f7 351.45 '6140 p10 tyCKA & E ENDS NOT FOUND) I R a., 354.44 353.74 351.32 35,.41 x x 353.24 0- (NNE I 412940 ()PATRtCK 4 356.25 355.Sp x 356.B0 ��1 'a U• 352.93 S � 'Gv' d tt 355.56 s 355.37 / ° - - Z �N YYE"ER W 7 I s; 51G#� � I I 3ESSI�A 18TN AVE g8003 .44 350.86 x 344.62 ED I x x3.,z 335ERAt WAY' WA x 354.64 x 354.23 = F f J f GJ 605 D' I ,.356.25 Cl LOT O N k.. c/7 x x 354.47 a I LIGHT v <�}:4162 I z I E SW15'39"£ 276.46' I a � Av�� 5 0 ^^c0 35 s �J(''1 ISO V x ��(( 1 3s Q E j `r c-�if9g2, >844.U5x 343160 P Q F v3 4 � x 343.07 PLAT ' 15 � �'('. 3 6.7i. ,(355.41 , "(J x 531 PG 356.4: 1 s' 4 is 351.71,- . 1 35 . i T I 356.02 Q7) 355 ,15 j ...�9a 54,42 , c5 �4468 x 351.50 I VOL.141.17 CATCH BASIN- _- (( z 395:990 HT ( x RIM = 351.21 1� A I34es8 I 18 CONC N = 346.58 4 6 u 356,96 �J 9 ST}1LLS . 1 STORM MANHOLE n I n $1' G 5 73 ' Z 35476 18" CONC S = 346.58 t �" P M7.0 � RIM = 351.26 348,27 x x 342.94 L, ®347.52 x 344.71 -- {- -- rWER 356.62 3 95 e { 8" CONC N = 347.38 ( _ x -- s. b 2 347.18 x 348.01 BS 356.10 6.85 » �Q Z i ( �,� 8 CONC NW = 347.08 x o x 341.84 -` - ` -- - - - �� 35629 Js4.66 15" CONC SSE = 336.54 " I - 3 35C64 x 339.89 0. I 346- x X SPEED' BUMP^- H ?s(UG) P(U ��✓)� I 351,14 x 347.4$ S 35, s0 t 1 ° x a a 35a 7' PSE ELECTRICAL EASEMENT TO 1 I a CHAIN LINK 35,. 3s,66 -'=� t" .° °`�' 70' PER REC. N0. 20040701000605 LOT 0LT �� I ' I FENCE (WEST 7' OF EXISITNG SITE) LIGHT ',�� i I x x 342.92 x 339.72x 339.42 I x CATCH BASIN 5 TRAFFIC 52.57 RIM = 350.29 SIGNAL �" 34473 I o l ��' ° � � ,��. � � 348x2 a ( 18" CONC N = 345.84 e ?` 344.88 /'.O C - 8 a 3 4 1 x 345.90 x 3J8.91 334.69 1 $" CQNC S - 345.1 35D 352.57 344� ( x 339.46 f 5.99 G ILL �igas PEp 5iGUAL �34 I N 412940- p05 r sa x -d ` I AP MH �t, � �� i NGUYEN a N AVE S. p03 STORM MANHOLE (48") 73°sb.4. 350.23 y9� 9a ¢ � x x 341.60 x 339.46 � I 33531 Y WA 98 3 f ` FEDERA- WA RIM = 349.67 �.`' $3 WATER MH � I CATCH BASIN I S01°44'13"W 4.37' 4441 342,97 m4y x HYDRANT 34a.a, RIM = 341.05 D.I. a` I 18'S=340.95 18" CONC N = 345.62� 3 49�6 I I x � , 1 ' 7 � �, �>z . 349.39 ,,� � 8" D.I. SW = 338.40r-jI I CHAIN LINK FENCE 3sa~�t�. a49a v-- 9 7s IRR 344�6�, G _ G G ` G _ G _ G _ G / 3aza2 x GUY WIRE 3.5' EAST OF LINE t� 015'3ryq6 246.VU'S SIGN388 {l I POWER r, 9 x6.s ' 7 aa3 I ;xiz 345.79 345SIGN .21 _ 341.41 16 : 3u POWER - POLE� 4 , POLE° -a I r uc '' { s) (u r ',t(} T ^-s-��- 1-i �r �ic } ( 7.� i G)--:-aac,a>"T{TjG} . , .�-...'.-....� __ ....�. � P(UG) P llG {OH) P(OH) P C ( ) P(OH) t e2_ { ) OH 1 {' - ._:. --_..- ttm.... X-,�a3s. � P(OH} p { ) ,)'j'", v . s ---- x-.33 _ X X -�_ {OH) p _ 4. 5 .. s TE ... ___---"- x 338.23 ) .----_.__.�.y4 338.23 <„ f ++. 343.62. d C $ -., ....... �- -... Q y�9 �` X '..:u v.......f.. ,., .. .,..-.. 1, I 3ss.02 l_ I v� c 7 48:79 z EA88 - ` £?.tc _ -_l j i - SD 1 .« 44 , E - 5 -.,. �u x 347,04 G .- .... 338.30 x 34i .-,._ _ bd . W 4 } .-::_.-.._... _ n: . 75 ��:t SD SD $1} w-.- .-. ,., j(( .. 1� % �y L�...,.� .ai-344..., _ _ egi.J ...., - I � t'1 --- 65 _•_•_ e , IS3 a.J42.69 R��988 - fit' ' G� Ox Y ,� :< fi --: .1 N 33.7 w' 1 16 � { x r !d - x 349.69 x:34�.3Y1 tJ r , I $$" � -_._ ----." ::361 a ^$ x 3 8. ..- 1 '. x 349. :: z .83 „-_....- ..___ � 13 .. 7`� �. M.x.3 _, .- 20 2 ss � .. _ _ ' R a •. +w.... I SEWER MANHOLE 5.13 bA "�. e RIM 349.47 --,��"�..�_._.�,�. .,-., e.-. ._.._...,.. S � t 114.00 s s -- 5 - = s 8 PVC N 340.30 S C 1 » �_�-._ _ _ __ 76 _ I W OR. SEC. 6 _SOUTH -- -- SS SS SS SS ( ) 8 _PVC E 340.20' : - 336THSTREET x 3< S1ORM MANHOLE (48») STORM MANHOLE 60" FND 1/2" PIN SET (PUBLIC RIGHT-OF-WAY ` SEWER MANHOLE i� � N ( ) RIM = 341.49 RIM = 340.87 i IN CONC IN CASE - Ss - SS --- ss - SS ss - ss 6. - ss -- Ss -- Ss -- SS - Ss - RIM 344.19 C(}NTRflL STRUCTURE STORM MANHOLE STORM IY#ANHOLE DN. 1.75' IN INTX 8" PVC E = 328.51 : CONTROL STRUCTURE RIM = 339.99 RIM w 338.63 5. 336TH STREET AND » 15 GONG NW 336.46 12" CONC E = 335.63 SEWER MANHOLE 8 D.I. W = 335.29 12" CONC E = 335:°'r4 1 `12" CONC E = 335.10 PACIFIC HIGHWAY S. PRESSURE LINE 8" D.I. S = 329.09 ( 8" D.I. ESE = 336.54 12' D.I. WNW = 335.92 12" CONC W = 335.29 12" CONC W = 335.10 (VISITED ON 10/2/15) RIM = 348.64 BTM SHUTE = 328.51 TOP OVERFLOW = 338.54 8" D.I. NW = 336.05 TOP 12" i P GATE VALVE = 338.54 TOP OVERFLOW = 337.67 1 12" CONC S = 335.10 E+W = 339.44 ig i (NO ELBOW) GATE VALVE = 335.63 I _ U FND 1" BRASS DISK W/PUNCH IN CONC IN CASE, DN. 1.55' INTX S. 333RD STREET AND 20TH AVE S. (VISITED ON 10/2/15) 1 I r1`7u 1 BRASS DISK W/PUNCH IN CONC IN CASE, DN. 2,05' IN MEDIAN INTX S. 336TH STREET AND 20TH AVE S. (VISITED ON 10/2/15) r •; • s t -e s Lu CL 11 C,. •` 04 +•r -- r() A e •o O�to 31 N. CD p Ld) bl S �v '�� 0 �o a0 PRfl ovi. v 0 0 U N L' � i I m i O O , 4 , � tfS � p N N Q 0 ui © o v ¢ 0 0 V) L.1J Z> Z cr: o �0 II a. -L F Ld x Q Z W v W N L� ¢� 2 N r7 N N C) N :2O0 o L, Q © 00 N r- Z> N c0 00 W w N o <C Z L.n L.n Z co LSD N N Z -- p r " ,J N • L.L.n L f ) 00 Lli r- Y c� E W .0 v 3 W N v i J a v N 0 m 0 z 0 0 7 NOTE: ROOF TOP UNITS GONT. ALUMINUIS SHALL BE SCREENED GAP PLAS"IN6. Piaejm vrpu PAINT AI. ` CMU. PAINT Al. SPLIT FACM CMU: PAINT Al. SMOOTH FACED --- Q F- Q CMU. PAINT RI. LIGHT' FIX I .— �r FLIT FACED CMU: PAINT BI. SMWT14 FACED .._. CMU. PAINT S2. SPLIT FACED CMU.a cn PAINT 52. 42" HI16H LOADIN&/- UNLOADIN& RAIL.IN& "TH 4" MAX. SPINDLES BEYOND. r Q3a"-6" SMOOTH FACM ---n r-�RED PANED, MEMO ti r <7 KNOX BOX. V- INSULATED &L.AZIN6 AND ENTRY SYSTEM. ELF.. Y A 1 I GONT. ALUMINUM GAP FLASHING. PAINT A. CONT. ALJMINUM CAP FLASHING. PAINT Al. I I.ot...... — — -_i.MY. PAINT IN. METER eroft A, vs . wi W 1 1 r-w..*.4.1 PAINT 82. fra.. me" �� "� r"cm L"^wllwf � DOOR. PAINT 51. PAINT Ell. SLOPE 17120 MAX. UNLOADING RAMP UNLOADII& RAILING RAILINSOTEZ BEYOND. IN BE IYOND. s PRELIMINARY ELEVATION PAINT RAILINSS SCAB W • 00 BLACK ;`❖ laW;3z i111z'-�:.!I LINE OF T.D. ROOF ✓. h/ I I I -.W-- -1 -W. PAINT 52. 191MISHM GRADE. LANDSCAPE SEE CIVIL. ALUMINUM SCUPPER AND DOWNSPOUT. PAINT BI, m NOTE, PAINT RAILINGS BLACK 42" NISH LOADIN&I UN.OADIN6 RAILING HTH 4" MAX. SPINDLES BI:YDND. �4�2' HII6^I•I��LOAA3g��IN&I RAILINb BEYOND. f1 �. LINE OF T.O. ROOF, 42" HI&H LOADING/-'` 42" H1644 L.OADIN6/ UNLOADING RAMP UNLOADING RAILING RAILINGS BEYOND, WITH 4" MAX. NarE: 5PINDLE5 5EYON17. PAINT RAILIN66 BLACK OAS METER. KTH 6" SOLLARD5 Q r SIDEWALK. WE CIVIL. MATM ALSC+MLE MAINRIfto MR PAW =4111114 LOCAT11M Al IBEAC+400149M 207 M ' q GMU BLOCK SS-O82 al CASTLE ROCK CMU BLOCK, METAL DOOR IDYY 41/`0W 82 SAND MOTIt� l �� CMU BLOCK OOYY 98A23 Ri AAP RED METAL. PANEL. Sh6NBAND, CMU STRIPE RAILS EILAGK 14ANDRAILSBOLLARDS, L I MAN^ATrY Sf�1y Ap LSAFETYY ADVANCE AUTO PARTS PRELIMINARY ELEVATIONS NOT FOR CONSTRUCTION FEPERAL KAY, KA CONCW E GAP — 6" SPLIT FACED CMU BLOCK. PAINT BI. hu- - b" SMOOTH FACED Q CMU BLOCK. PAINT 92. — 9" SPLIT FACED CMU BLACK. PAINT 02, ---6* C�O�II�GpR�t:` E 6A1E BOLLARD. �'``-----214" VIA. &M, ENCAIT X 51-V DEEP s�DUMLTM L/R SIM ELEVATION SCAM 1W a A CAP V SPLIT FACED CMU BLOCK. PAINT 51. V SMOOTH FACED Cry BI.0 M PAINT 132. V SPLIT FACED Cn BLOCK. PAINT 82. 2" 50 TUBE STEEL FRAME 1- /2"x 1/4" STEEL BAR PELDW TO FRAME ` STUDS PODEP TO BACK SIDE OF BAR FOR ATTACHING CEDAR SLATS (2 PER BOARD) r SARRM R 60" CAPACITY - OFT GATE ITE1`I OM95 - CENTRAL STEEL E SUPPLY QUANTITY OF 3 EACH SIDE I I w V---CAm NXT I I 24" DIA. CAM. IZX6 TR.EX BOARDS, ZYBLY NT X --1--- --�-- DEEP SPACED, IN &ATE LEAF iCGLM -�--- — SADDLE`} ATTACHED TO fRAME NTH 3/'S` DlA. GARWAGE BOLTS 4 RECEIVED MAY 19 2616 CITY OF FEDERAL WAY CDS GONC,'TE SIDEWALK. 2 SEE CIVIL. ELECTRIC, FIRE EXTINGUISHER. s 'rn a c 5" SPLIT PAGED b" b" BOLLARDS. GMU BLOCK. TYP< BOTH SIDES �`� - _ _ GAS METER. PLANTING BW SEE GIVIL. 10'-O" 3'-4" R.O. -6" 4'-0" 24'-3" 71 42" HIGH LOADIN61 UNLOADING RAILING NTH 4" MAX. SPINDLES BEYOND. SLOPE DOWN FLAT LANDING SLOPE DOWN FLAT LANDING CONCRETE SIDEWALK. ( 1. A " HA2 XMAX I 1.5712" � 42" HIGH LOADING! o NO RAMP SEE GIVIL. RAILI INGBEYOND. `r — WNGRETE LOADING/ - --� i— -- I-MI.-LIMINART FLOOR PLAN Q D w UNLOADINSS RAMP. SIB � IRS INED SCAB i/4" a P-w 5'-0° GIVIL. 30'-0" � TNAM MAY 19 2016 CM OF FEDERAL WAY CDS E m PROPERTY LINE - - EX. PROPERTY LINE --- --- ELEC. EASEMENT ' f STD. DUTY PAVEMENT HEAVY DUTY PAVEMENT b.� CONCRETE PAVEMENT ARCHITECTURAL CONCRETE SIDEWALK (SEE ARCHITECTURAL PLANS FOR DETAILS) W W W W LANDSCAPING (SEE LANDSCAPE PLANS FOR DETAILS) RETAINING WALL (SEE STRUCTURAL PLANS FOR DETAILS) x x HANDRAIL (SEE ARCHITECTURAL PLANS FOR DETAILS) CONCRETE BARRIER CURB CONCRETE CURB AND GUTTER FLUSH CURB � NUMBER OF PARKING STALLS PER ROW WHEEL STOP ® PIPE BOLLARD 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 13, 2015. THE COORACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. ,IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY tE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE,PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11LITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCA11ON OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. REFER TO BOUNDARY SURVEY FOR DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 8. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 9. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. MAINTAIN 10' MINIMUM SHALL M 12. ALL VERTICAL CONSTRUCTION N CONTRAC TOR TO SEPARATION FROM OVERHEAD POWER LINES. N011FY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED T0, LIGHT POLE BASES AND TRAFFIC STANDARDS. SIGNAL ST . OWNER PARKING DATA GLEE A. PATTEN TESTAMENTARY TRUST, REQUIRED PARKING MAURICE W. PATTEN TRUST, ESTATE OF 1 STALL/300 SF = 24 STALLS ROGER PATTEN, THE REVOCABLE TRUST OF PARKING PROVIDED ELINOR GLEE DRAPER, AND R.M. PATTEN CO., LLC STANDARD STALLS = 37 STALLS 17923 RIVIERA PL SW ACCESSIBLE STALLS = 2 STALLS NORMANDY PARK, WA 98166 TOTAL STALLS -- 39 STALLS PACLAND - SEATTLE SEAN MALLON, PE 1505 WESTLAKE AVE N SUITE 305 (206) 522-9510 ( IN FEET ) 1 inch = 20 ft. ZONING: COMMUNITY BUSINESS (BC) PARCEL NO.: 797820-0050 & 797820-0060 SITE AREA: 797820-0050 = 1.29 AC 797820-0060 = 0.53 AC NUMBER OF LOTS: 2 BUILDING DATA GROSS FLOOR AREA = 6,912 SF CONSTRUCTION TYPE = V-B OCCUPANCY TYPE = M ow�.s SMM SMM 05/18/16 CONCEPT SW 1/4 SEC 16, T 21 N7 R 4 E7 W.M. 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ACCESS C, too ADVANCE AUTO PAR 11 S 33370 PACIFIC HWY S. FEDERAL WAY, WA Pzcem MAY 19 2016 Y OF FEDERAL WAY CDS Know what's below. Call before you dig. E 0 CD N C7 N c c 0 / VICINITY MAP u•j� r ; PROPERTY LINE --- --- ELEC. EASEMENT V STD. DUTY PAVEMENT :°: :: HEAVY DUTY PAVEMENT �� a°• " CONCRETE PAVEMENT ��ARCHITECTURAL CONCRETE SIDEWALK (SEE ARCHITECTURAL PLANS FOR DETAILS) W W w W LANDSCAPING W W W W (SEE LANDSCAPE PLANS FOR DETAILS) RETAINING WALL (SEE STRUCTURAL PLANS FOR DETAILS) x x HANDRAIL (SEE ARCHITECTURAL PLANS FOR DETAILS) CONCRETE BARRIER CURB CONCRETE CURB AND GUTTER m •O iti NUMBER WHEEL STOP PIPE • BOLLARD • 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 13, 2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL N011FY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION — NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. REFER TO BOUNDARY SURVEY FOR DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 8. ALL ON --SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 9. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 10. ALL DISTURWD AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. GLEE A. PATTEN TESTAMENTARY TRUST, MAURICE W. PATTEN TRUST, ESTATE OF ROGER PATTEN, THE REVOCABLE TRUST OF ELINOR GLEE DRAPER, AND R.M. PATTEN CO., LLC 17923 RIVIERA PL SW NORMANDY PARK, WA 98166 REQUIRED PARKING 1 STALL/300 SF = 24 STALLS PARKING PROVIDED STANDARD STALLS = 37 STALLS ACCESSIBLE STALLS = 2 STALLS TOTAL STALLS = 39 STALLS z x S g „ F„ S � .1 �. .y-, rS• '„x i �• 5,- ', t .. "">F �'^v'a'i�i � �, . . ,.: z ♦.� _.-,.v.H. 3. u.... ,. _ i .:�3. ,.N ' . i .. �.�+"t�L, o...... , .tb ,�:. ..'tayy .r�,'�° � . x.. T .,+ttk._ . tee' , Sw 1/4 SEC 6, T 21 N7 ice: 4 E7 W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 3 9 4 i EX. TRANSIT STOP i F [ S i ! f 1 MONUMENT SIGN a9 ¢ I S j y G" zie _ K _ amA EL- C g TS ..v'enT.'e�.w i _' _.. v_. ; ..v...ii..3.e,.[°r.' t""i_"•Y_. pF WASy SMM 05/18/16,� ® 1 1 TAC � CONCEPT x• Y INERL AR ga 1 .:`._W.: ,ON' �' � t>` `dY �� TERF� �w�' 1505 Westlake Ave. N. T (206) 522-9510 SMM 10-518-004 o��ssIONAL ESuite 305 F (206) 522-8344 Seattle. 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CONTOUR PROPOSED CONTOUR SPOT ELEVATION 42 .22 FINISHED FLOOR ELEVATION FFE RETAINING WALL RAILING ---x x x CURB ADA ACCESSIBLE PARKING/ACCESS AREA PROPOSED STORM DRAIN ----® SYSTEM m ii O EXISTING STORM DRAIN _SD ---- SD -- SP - SYSTEM CD hl d L a n®what's below. >- before u dig. U GRAPHIC SCALE U c� O t� (IN FEET 1 inch = 20 ft. eI�Y1ri11®eio0 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 13, 2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND/OR ELEVATON OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCA11ON OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES. EXISTING SITE UTILITIES ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UN11L A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINA11ON OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 12. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. 1*1101H111i 01-:0r_1 ill' .'► , 00 '' 4 Fa, '1 11 ....... W-j CUT= 1,890 CY FlLL= 810 CY NET= 1,080 CY NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR TO VERIFY THEIR OWN QUANTITIES. AREA CALCULATIONS EXISTING IMPERVIOUS AREA = 0.98 AC EXISTING PERVIOUS AREA = 0.84 AC PROPOSED IMPERVIOUS AREA = 0.98 AC PROPOSED PERVIOUS AREA = 0.84 AC �� gg . ' E ±356.64 ; s t3 EX. EX. CATCH 8'ASIN TO REMAIN & ,B omG 2.00% j 356.70 3 556.00 EX.i - 2. 0 . 356.6 i ?3356. 7 2.00% 1.50% REMOVE' EX. CATCH �ASI _- 2cn 355.90 55.0 I � E 355.66 1� 1:1_� ____ - 53.18 f 3 96 EX. ' `' 356.5 A- �" ``� 356.50 a i TC=3 6.35 / 1.50% TP=355.85 'TC=356.35 355.66 TP=355.85 f i '/ I E AUTO PAWS 4 356.14 355.54 � 61912 SF� 2.00% 9 V 12 PI, .P.E. 356.50 � S�-0.59% ! r �76. TW=356.30 / � � v BW=352.30 1 W 1�50 `` i DA_PAR6NG do ACCESS AREA SD /-~ -- -- -� I EX. SDMH I SD X_ 2% CROSS- - - TYP 1 C8 }!� --- REMAIN & 355.47 PROTECTED RI - 354.. 580 i o BW=352.04 f ; �IE 349.80 TC= 5 T =356. 5 I I 355.40 �t TP= 5 85 TP=355.851 A -n/ 4Y., - - - - - - - - - - - 94 15'39"E i2 Mw& 8% MAX VE E . 2=7 Od S88.15'39"E 246.06' �s '\OQUTH 33�TH tj i HEET f 361.13 SEINER MANHOLE- f S88° 15'39"E 1475.13' RIM = 349.47 8" PVC N = 340.30 __�---. �---�' � n" n..n r - zan nn 921ifflammWOM Immimm �� gg . ' E ±356.64 ; s t3 EX. EX. CATCH 8'ASIN TO REMAIN & ,B omG 2.00% j 356.70 3 556.00 EX.i - 2. 0 . 356.6 i ?3356. 7 2.00% 1.50% REMOVE' EX. CATCH �ASI _- 2cn 355.90 55.0 I � E 355.66 1� 1:1_� ____ - 53.18 f 3 96 EX. ' `' 356.5 A- �" ``� 356.50 a i TC=3 6.35 / 1.50% TP=355.85 'TC=356.35 355.66 TP=355.85 f i '/ I E AUTO PAWS 4 356.14 355.54 � 61912 SF� 2.00% 9 V 12 PI, .P.E. 356.50 � S�-0.59% ! r �76. TW=356.30 / � � v BW=352.30 1 W 1�50 `` i DA_PAR6NG do ACCESS AREA SD /-~ -- -- -� I EX. SDMH I SD X_ 2% CROSS- - - TYP 1 C8 }!� --- REMAIN & 355.47 PROTECTED RI - 354.. 580 i o BW=352.04 f ; �IE 349.80 TC= 5 T =356. 5 I I 355.40 �t TP= 5 85 TP=355.851 A -n/ 4Y., - - - - - - - - - - - 94 15'39"E i2 Mw& 8% MAX VE E . 2=7 Od S88.15'39"E 246.06' �s '\OQUTH 33�TH tj i HEET f 361.13 SEINER MANHOLE- f S88° 15'39"E 1475.13' RIM = 349.47 8" PVC N = 340.30 __�---. �---�' � n" n..n r - zan nn 921ifflammWOM Immimm C A EZ SMM 05/18/16 of was�,j��l �.. -� TAC CONCEPT e , AM ,M µ .off Re 405141505 �13TER � Westlake Ave. N. T 206 522-9510 ( ) cs" 10-518-004 IONAL �� Suite 305 F (206) 522-8344 Secede, WA 98109 www.PACLAND.ODM ADVANCE AUTO PARTS 33370 PACIFIC FEDERAL-- WAY, WA BW=350.63 350.53 / N 349.38 I� 347.46 -- 0 1___1`EILTER M S RI Iyi - 344.70 -X. m 1 IE 1= 308.90 (N) _ _ 2�R LF 1 " H.D.P.E. 34 .64 EX. 114, S 0.50%S f ED ±34 .06 EX. CONNECT TO - .-STORM MH `-------- - - - =el SW 1/4 SEC 16, T 21 N, R 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON WATER NOTES EX ELECTRICAL lCABINET 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER�,F fit y �.�.��■ d �' O/ �t S8615'39"E p----' P(OH) - P(OH)- Pt0j, P(om) REMOVE EX. CATCH BASIN AND SD PIPE CATCH BASIN RIM-u-- 356.36 8" ONC S = \\\-n IL - - - - - - - - P(ON) I p I I - - - - - - - - - - - - - - - I I � I ° � I I E3 I � Q I 10.0' L n � I I � I 4 { � I n ` � I� 1 n I 0 ° I ' j I { � I n � I Ea 7° ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, "AND SHALL HAVE TELEPHONE T - - , � , ��R \Sd ,f STORK TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6 ABOVE FINISH I <�,� �� sa RIM � 3 �' \ GRADE. LIDS SHALL BE LABELED "STORM SEWER". EASEMENT - - - - - - - - - - ' I{' �° s" CONC N �' I4 3 GAS SERVICE I ��sd 8" CO NW N 3 , F.� LINE I 8. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO CATCH BASIN " ► r�GJ I '� s _ . D S13 �, 3 I -� �, DELIVERY AND INSTALLATION. 18°' CON IN = 541 ��84� �' ,� � for%) _-� _ �� A � - -- I CN 18" CONT S = 345.$1 SANITARY SEWER NOTES 1. ALL CONSTRUCTION INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND sd i PROFESSIONAL MANNER AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY. REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 0 2° THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING I I SHALL BE SCHEDULE D3034 PVC OR EQUAL. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS ¢" �� s� 1 DDCVA IN VAULT • �� I ,N ��,. ® � `��; EX. HYDRANT l • CATCH BASIN � { " RIM = 341.05 � I i AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY ,tea �y RPBA IN VAULT • ' 2 DOMESTIC WATER METER <n MARKED AT ENDS. �� ' 01 °44' 13"�d 4.37' .® ®® �. .�. 8" D.I. Sv;i = 338.4 � 3. MARKED INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS{ �'` -b'-----------1* IRRIGATION METER -- °- -�`- -®-®- off®-- y ------.®--------- .. I C Know what's bets 0 i � I CN PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. - -- Call before �®u• Cll• STORM � ( " � w - � - � --�-- 3�� MST THOROUGHLY CLEANED INSPECTED AND •0� E 44 6� i G Cp - C _ s$s°15'39 E 246.06' e i I 4° ALL NEW SANITARY SEWER PIPES AND MANHOLES U BE THO OUG , RIB 3 9 PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH 18" D.I. S = 340.95 �� 3 �� 18" CONC N = 345.62 { fu -- _ _ P{ j _ _ P(es�3 P{tra - C 3 r t ) �-"_ r'� - _ f - P{ts�? P(m) P(UG) P(O t- JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND -------------- -- �= GOVERNMENTAL AGENCIES NTH JURISDICTION PRIOR TO PLACING INTO OPERATION. { -� .x n 5° THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY GRAPHIC SCALE � 9 I 3 { { � � SOUTH 336TH StREET � � � STORM MANHOLE (48") S� �' � - sn - � � o NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE - s° �. { � _ - - _ - - �� RIM = 341. PROJECT AT HAND. 20 0 10 20 40 80 1 t0 - - _ _ - = _ -- -- - w £yam:. ' _ CONTROL STRUCTURE " w _ w -•--- w -.�. w 8 D.I. ESE = 336.54 w -� w w w w w __ w w w TOP OVERFLOW = 338,54 ( GATE VALVE - 338.54 IN FEET i ( ) _ - - 361.13' Nil ELBOW a I inch = 20 ft. - - - - = -- -=-5�= - - - - C.3 S88°15'39"E 1475.13'T a SEWER MANHOLE 1 :!111 mial IN cn GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., DATED OCTOBER 2, 2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8° MINIMUM WATER LINE TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14° CONTRACTOR SHALL COORDINATE WITH ALL U11LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE NTH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNINGS ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 2 , 01 w> mom M_m r ■ ! •■! i • !■ i i . ( __ SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULA11NO p - p p p p p AGENCIES MUST BE CATCH BASIN PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS RIM = .. Ss REQUIRED ! .9 i' 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS 4" PVC E z: 352-69 IE= 351-21 'H BASIN ON A MAIN LINE. RIM, 355.31 4. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST : _SD-w-W- L 18" CONC N 350.39 n BLOCKS.+ 0.39 /SS STUB •III / DEPTH '1 i 'Ai ! ��" rr WATER MAIN IS ! • REQUIRED. WATER LINES 1' 1 SHALLOWER (III 6. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. EXTEND TO FUTURE 7. ALL r !` PREVENTION i (DOUBLE CHECK r ! ,BUILDING PAD �1 REDUCED PRESSURE BACKFLOW PREVENTORS, MAINTAINED PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE % APPROVED BY THE U11LITY PROVIDER AND GOVERNMENTAL AGENCIES NTH JURISDICTION. 8. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE 19,9MANA SFORMIER, PAD, VAULT BY ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE -W OTHERS CITY OR GOVERNMENTAL AGENCIES NTH JURISDICTION PRIOR TO "A 9. BACKFLOW PREVEN11ON DEVICES SHALL BE CONSTRUCTED OF CORROSION WTAWT MA ALS i _ '`'' P PATCH PAVEMENT PER CITY STANDARDS WATER LINE DDCVA RPBA SAWCUT WATER METER SS CLEANOUT TO GRADE GAS LINE GAS METER ELECTRICAL ------- W -------------------- a IE-352.83 0. ¢ a ELECTRICA° -/ P.O.C. 4 CONNECT TO , X° 67SS I C 2-WAY P(Uc) P(UG) { IE=t351.54 (0) A ® IIE= 352.78 ° IE=t351.71 { ! r I T ADVANCE A PIS II ^%{ z � - � - � � �' I F.F.E. = 56.50 �{H i I { UTILITY CROSSING FlRE qFP\Am P 0 C ... I _ BOTT(4-SS)=351.81 IE=t353.00 II ONTRACT 0 TOP(12'SD)=351.08DOMESTIC WATER SERVI P.O.C.OTHOLE TO IE=t353.00 j<g { IONFIRM ELE �/� PKU IAND LOCATI RI { , TO CONSTR "I tSTCfW Mh LE (48") 1 n - N RI - 355.36 1 W vi 2., NCB , 350.68 ( a 4" 4 NN 350.86 i a�� a_� , I i 6 A 112" T?NC IF= 347.45 „ s \ e`8 S88°15'39"E 270,46' CATCH 8ASI49 � s� RI 35111 �A�G sa 18" "ONC s = 346.50 18" CONC = 346.58 Pd < Q xu 4" ry" H A E �. L C -�..f 1, ..z ... . .. ..... .. ...� ..u,. .�.� Y SMM 05 18 16, *0 £{ CONCEPT TAC ao 1 II A- _�,'��'cr 4 1505 Westlake Ave. N. T (206) 522 9510 Suite 305 F (206) 522 8344 SMM 10-51$-004 SSjONAL � Seattle, WA 98109 www.PAcLAND ODM La GAS METER r ■ ! •■! i • !■ i i . ( __ SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULA11NO p - p p p p p AGENCIES MUST BE CATCH BASIN PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS RIM = .. Ss REQUIRED ! .9 i' 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS 4" PVC E z: 352-69 IE= 351-21 'H BASIN ON A MAIN LINE. RIM, 355.31 4. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST : _SD-w-W- L 18" CONC N 350.39 n BLOCKS.+ 0.39 /SS STUB •III / DEPTH '1 i 'Ai ! ��" rr WATER MAIN IS ! • REQUIRED. WATER LINES 1' 1 SHALLOWER (III 6. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. EXTEND TO FUTURE 7. ALL r !` PREVENTION i (DOUBLE CHECK r ! ,BUILDING PAD �1 REDUCED PRESSURE BACKFLOW PREVENTORS, MAINTAINED PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE % APPROVED BY THE U11LITY PROVIDER AND GOVERNMENTAL AGENCIES NTH JURISDICTION. 8. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE 19,9MANA SFORMIER, PAD, VAULT BY ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE -W OTHERS CITY OR GOVERNMENTAL AGENCIES NTH JURISDICTION PRIOR TO "A 9. BACKFLOW PREVEN11ON DEVICES SHALL BE CONSTRUCTED OF CORROSION WTAWT MA ALS i _ '`'' P PATCH PAVEMENT PER CITY STANDARDS WATER LINE DDCVA RPBA SAWCUT WATER METER SS CLEANOUT TO GRADE GAS LINE GAS METER ELECTRICAL ------- W -------------------- a IE-352.83 0. ¢ a ELECTRICA° -/ P.O.C. 4 CONNECT TO , X° 67SS I C 2-WAY P(Uc) P(UG) { IE=t351.54 (0) A ® IIE= 352.78 ° IE=t351.71 { ! r I T ADVANCE A PIS II ^%{ z � - � - � � �' I F.F.E. = 56.50 �{H i I { UTILITY CROSSING FlRE qFP\Am P 0 C ... I _ BOTT(4-SS)=351.81 IE=t353.00 II ONTRACT 0 TOP(12'SD)=351.08DOMESTIC WATER SERVI P.O.C.OTHOLE TO IE=t353.00 j<g { IONFIRM ELE �/� PKU IAND LOCATI RI { , TO CONSTR "I tSTCfW Mh LE (48") 1 n - N RI - 355.36 1 W vi 2., NCB , 350.68 ( a 4" 4 NN 350.86 i a�� a_� , I i 6 A 112" T?NC IF= 347.45 „ s \ e`8 S88°15'39"E 270,46' CATCH 8ASI49 � s� RI 35111 �A�G sa 18" "ONC s = 346.50 18" CONC = 346.58 Pd < Q xu 4" ry" H A E �. L C -�..f 1, ..z ... . .. ..... .. ...� ..u,. .�.� Y SMM 05 18 16, *0 £{ CONCEPT TAC ao 1 II A- _�,'��'cr 4 1505 Westlake Ave. N. T (206) 522 9510 Suite 305 F (206) 522 8344 SMM 10-51$-004 SSjONAL � Seattle, WA 98109 www.PAcLAND ODM La GAS METER CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 16-102434- 00-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON m mm BY: EXAMINED AND HEALTH DEP A-LO ZATKNV , 20 _ THIS BOUNDARY LINE ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF THE AFFECTED PROPERTIES. ELINOR GLEE DRAPER, TRUSTEE OF THE M.W. TRUST THE HEIRS AND DEVISEES OF ROGER W. PATTEN, DECEASED ELINOR GLEE DRAPER CHARLES D. DRAPER, SR. TRUSTEES OF THE REVOCABLE TRUST OF CHARLES D. DRAPER, SR. AND ELINOR GLEE DRAPER U/A/D/ JUNE 18, 2004 BY: R.M. PATTEN CO., LLC., WHICH ACQUIRED TITLE AS R.M. PATTEN CO., A WASHINGTON LIMITED LIABILITY COMPANY BY: ELINOR GLEE DRAPER, TRUSTEE OF THE GLEE ANNETTE PATTEN TESTAMENTARY TRUST U/W DATED JULY 14, 1977 DEVELOPER: CADENCE DEVELOPMENT, LLC. 4580 KLAHANIE DR. SE, NO. 402 ISSAQUAH, WA 98029 ENGINEER/SURVEYOR: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 ZONING: BC - COMMUNITY BUSINESS RECCFIdING CERTIFICATE: RECORDING NO. FILED FOR RECORD THIS DAY OF - IN BOOK OF SURVEYS AT PAGES CONSULTING ENGINEERS, INC. MANAGER _ ,20 AT—: .M. AT THE REQUEST OF BARGHAUSEN CITY OF FEDERAL WAY APPROVALS EXAMINED & APPROVED THIS ___ DAY OF --------- 20__ DEPUTY PUBLIC WORKS DIRECTOR EXAMINED & APPROVED THIS COMMUNITY DEVELOPMENT DIRECTOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED & APPROVED THIS -__ DAY OF --------- 20.__ RECORDING NO. I VOL./PAGE PORTION OF KING COUNTY ASSESSOR-- DEPUTY KING COUNTY ASSESSOR DAY OF _-.------- 20-- 1 ASSESSOR'S PARCEL NOS. 797820-0050 AND 797820-0060 SW_1 /4 Of SW 1 /4, S.! 6 T._21 _N., R. 4 E.,W.M. EXISTING LEGAL DESCRIPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON'S COMMITMENT NO. 0050492-06 DATED SEPTEMBER 11, 2015 AT 8:OOA.M.) TAX LOT 797820-0050: TRACTS 10 AND 11, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710"01841; AND EXCEPT THAT PORTION OF TRACT 12 CONVEYED TO THE CITY OF FEDERAL WAY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9904202477. TAX LOT 797820-0060: TRACT 12, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN ING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841; AND EXCEPT THAT PORTION OF TRACT 12 CONVEYED TO THE CITY OF FEDERAL WAY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9904202477. SEE SHEET 3 OF 3 FOR NEW LEGAL DESCRIPTIONS & SPECIAL EXCEPTIONS. S. 23RD AVE S. 330TH ST d a k S. 331ST ST 4 S. 332ND ST = u; S. 333RD ST N 5 SITE S. 336TH ST 99 Vicinity Map LAND SURVEYOR'S CEMIRCATE: THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND CITY STATUTE AND ORDINANCE IN MAY, 2016. owo, 0704 6.16 SUPERINTENDENT OF RECORDS OWEN B. HILLE WASHINGTON REGISTRATION NO. 40016 7/7/2016 DATE Q 0016 sip FBI STD. DATE 'SAC Lk SIGNED 7/7/9f11 R ACKNOWLEDGMENTS STATE OF } SS COUNTY OF ) ON THIS DAY PERSONALLY APPEARED BEFORE ME, ELINOR GLEE DRAPER, TO ME KNOWN TO BE THE TRUSTEE OF M.W. TRUST, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID TRUST FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF M.W. TRUST. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS — DAY OF _. 20_ SIGNATURE OF NOTARY PUBLIC PRINTED NAME MY APPOINTMENT EXPIRES RESIDING AT STATE OF SS COUNTY OF ON THIS DAY PERSONALLY APPEARED BEFORE ME, TO ME KNOWN TO BE THE REPRESENTATIVE OF THE HEIRS AND DEVISEES OF ROGER W. PATTEN, DECEASED, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID TRUST FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF THE HEIRS AND DEVISEES. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS __ DAY OF 20_..... SIGNATURE OF NOTARY PUBLIC PRINTED NAME MY APPOINTMENT EXPIRES RESIDING AT STATE OF SS COUNTY OF ON THIS DAY PERSONALLY APPEARED BEFORE ME, ELINOR GLEE DRAPER AND CHARLES D. DRAPER, SR., TO ME KNOWN TO BE THE TRUSTEES OF THE REVOCABLE TRUST OF CHARLES D. DRAPER, SR. AND ELINOR GLEE DRAPER, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID TRUST FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY WERE AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF THE SAID TRUST. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS — DAY OF ._._, 20— SIGNATURE OF NOTARY PUBLIC PRINTED NAME MY APPOINTMENT EXPIRES RESIDING AT x W STATE OF o SS COUNTY OF ON THIS DAY PERSONALLY APPEARED BEFORE ME, TO ME KNOWN TO BE THE 82 OF R.M. PATTEN CO., LLC., AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF THE SAID COMPANY. 0 GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF r _____20...,_. _ _ _ 0 N SIGNATURE OF NOTARY PUBLIC PRINTED NAME MY APPOINTMENT EXPIRES RESIDING AT E v O v STATE OF o SS e N COUNTY OF ON THIS DAY PERSONALLY APPEARED BEFORE ME, ELINOR GLEE DRAPER, TO ME KNOWN TO BE THE TRUSTEE OF THE GLEE ANNETTE PATTEN TESTAMENTARY TRUST, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID TRUST FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT SHE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT ON BEHALF OF THE SAID TRUST. N GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF _ __20—RESUBMITTED i SIGNATURE OF NOTARY PUBLIC PRINTED NAME JUL 18 2016 a MY APPOINTMENT EXPIRES RESIDING AT CITY OF FEDERAL WAY CDS �G 4AV0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 o V (425)251-8782 FAX 2S y? CIVIL ENGINEERING, LAND PLANNING, G Q. SURVEYING, ENVIRONMENTAL SERVICES ENG1N� CADENCE DEVELOPMENT, LLC. 4580 KLAHANIE DR. SE, NO. 402 ISSA UAH, WA 98429 DWN. BY I DATE I JOB N0. KMA t 7/7/16 ( 17732 CHKD. BY I SCALE I SHEET OBH I N/A 1 1 OF 3 CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 16--102434- 00-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON I' 21 kow %,vm. ou . 10) FND 1/2" PIN SET IN CONC IN CASE DN. 1.75' IN INTX S. 336TH STREET AND PACIFIC HIGHWAY S (VISITED ON 10/2/15) RECORDING NO. PORTION OF VOL. /PAGE I I ISW 1/4 of SW 1/4, S.-IL, T,_21 _N., R. 4 E.,W.M. I{ .■�Ir.■ 1■�I��I 1 ■ L Jr J 1 -CHAINLINK FENCE CHAINLINK FENCE 0.2' NORTH I I 1.2' SOUTH OF LINE EXISTING & 0.9' WEST OF CORNER { { — — — — — — — — -` — BUILDING CHAINLINK FENCE I I S88'15'39"E 275.00' 1.7' SOUT/H� OF LINE I I ---x--x___x---x---x—x -7' PSE ELECTRICAL EASEMENT — x x WOOD FENCE 0.8' SOUTH -If 1 I REC. NO. 20040701000605 & 1.4' WEST OF CORNER (WEST 7 OF EXISTING SITE) I / I I r 4 � I � LOT 10Li ! I Z x DOG HOUSE ____ - _ - - PARCEL A rrrrrf (TO BE REMOVED) I z \ � I / EXISTING BUILDING (TO BE REMOVED) I ---_---_--- _..--_._..—_...—_—._,..___—VI 10 _ _ _— LOT 11 x NEW LOT LINE I — M —� _ 11 i I L J r J S47'51"E 274.980 88'x APN 797820-0050 ( I f 11 / V / ----------�-- t _ \ � N 10' UTILITY EASEMENT PER PLAT OF 0 VLHOGWI FENCE FENCE E c� ( J LAKEHAVEN VOL. 52, PGS. 63-64 PARCEL B x x L r .._...�� ---S88'1 391 270.46' / i�1i� LOT LINE TO BE REMOVED I ---•-'-cam I 5 OL� akI — — — -- _-____-- 7' PSE ELECTRICAL EASEMENT — J r I -� / I REC. NO. 20040701000605 --1 ` r', (WEST 7' aF EXISTING SITE) -0— APN 797820-0060 / SOUTH 5 FEET TO BE DEDICATED FOR / I L O T I I� PIS PUBLIC RIGHT-OF-WAY BY�,9• _ SEPARATE INSTRUMENT I J S88'15'39"E 2 L� I 0 I S88'15'39"E 246.06' { 9904202477 R/W SOUTH 336TH STREET (PUBLIC RIGHT-OF-WAY) 361.13, S88'15'39" �75.13' (MEAS.) -' HORIZONTAL DATUM: NAD83/91 BASIS OF BEARINGS: SOUTH 88'15'39" EAST, AS MEASURED BETWEEN CENTERLINE MONUMENTS ALONG SOUTH 336TH STREET BETWEEN PACIFIC HIGHWAY SOUTH (SW CORNER SECTION 16) AND 20TH AVE. SOUTH. VERTICAL DATUM: NAVD88 BENCHMARK: EAST QUARTER CORNER OF SECTION 20, T21 N, R4E, W.M. (WGS 6876) ELEV.=315.73 US FEET (NAVD88) (CONVERSION TO NGVD29 VERTICAL DATUM IS: "NAVD88--3.55 FT. = NGVD29) PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TOPCON PS, TRIMBLE S6 AND A TOPCON GR-5 SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR, VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. B. WASHi /I Q N ss �,40016�0 �p /SSE S� Nq C L pN0 SIGNED 7/7/PO 1 A �C'HA(s 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 o ti (425)251-8782 FAX 2� CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES G�T'NG ENG�N�� 1114.00' FND 1" BRASS DISK W/PUNCH IN CONC IN CASE, DN. 1.55' INTX S. 333RD STREET AND 20TH AVE S. (VISITED ON 10/2/15) I o� wl� �o��o�� w�wlwr■■1� w 0oiw■��00000��o�o�o LEGEND: FOUND SECTION CORNER AS NOTED FOUND MONUMENT AS NOTED • SET REBAR/CAP "BCE 40016" AREAS: APN 797820-0050 56,283 SQ. FT. APN 797820-0060 23,191 SQ. FT. NEW PARCEL A 31,372 SQ. FT. NEW PARCEL B 48,103 SQ. FT. E � I D JUL 18 2016 CITY OF ED RAL WAY FND I" BRASS DISK W/PUNCH IN CONC IN CASE, DN. 2.05' IN MEDIAN INTX S. 336TH STREET AND 20TH AVE S. (VISITED ON 10/2/15) CADENCE DEVELOPMENT, LLC. 4580 KLAHANIE DR. SE, NO. 402 ISSA UAH, WA 98029 DWN. BY I DATE I JOB NO, KMA 1 7/7/16 1 17732 CHKD. BY 1 SCALE I SHEET OBH I 1" = 30' 1 2 OF 3 LZ CIT Federal Way BOUNDARY LINE ADJUSTMENT NO. 16--102434- 00- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LEGAL DESCRIPTIONS: NEW PARCEL k ALL OF TRACT 10, TOGETHER WITH A PORTION OF TRACT 11, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 10; THENCE SOUTH 01'12'09" WEST, ALONG THE EAST LINE OF SAID TRACTS 10 AND 11 FOR A DISTANCE OF 112.80 FEET TO A POINT 10.27 SOUTH OF THE NORTHEAST CORNER OF SAID TRACT 11; THENCE SOUTH 8874751" EAST, 274.98 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (SR99) AS CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841; THENCE NORTH 01'12'09" EAST ALONG SAID EASTERLY MARGIN FOR A DISTANCE OF 115.37 FEET TO A POINT ON THE NORTH LINE OF SAID TRACT 10; THENCE SOUTH 88'15'39" EAST ALONG SAID NORTH LINE FOR A DISTANCE OF 275.00 FEET TO THE POINT OF BEGINNING. NEW PARCEL B: A PORTION OF TRACT 11 AND ALL OF 12, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841 AND EXCEPT THAT PORTION OF TRACT 12 CONVEYED TO THE CITY OF FEDERAL WAY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9904202477, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF TRACT 10 OF SAID STATE PLAT, THENCE SOUTH 01'12'09" WEST, ALONG THE EAST LINE OF SAID TRACTS 10 AND 11 FOR A DISTANCE OF 112.80 FEET TO A POINT 10.27 SOUTH OF THE NORTHEAST CORNER OF SAID TRACT 11 AND BEING THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'12'09" WEST, ALONG THE EAST LINE OF SAID TRACTS 11 AND 12 FOR A DISTANCE OF 179.78 FEET TO A POINT ON THE NORTHERLY MARGIN OF SOUTH 336TH STREET AS CONVEYED TO THE CITY OF FEDERAL WAY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9904202477; THENCE NORTH 88'15'39" WEST, ALONG SAID NORTHERLY MARGIN FOR A DISTANCE OF 246.06 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (SR99) AS CONDEMNED UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 02-2-19486-9KNT AND DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20030710001841; THENCE NORTH 01'44'13" WEST, 4.37 FEET; THENCE NORTH 43!46'19" EAST, 32.51 FEET; THENCE NORTH 01'12'09" EAST, 45.69 FEET; THENCE NORTH 04'30'30' WEST, 60.30 FEET; THENCE NORTH 01'12'09" EAST, 44.42 FEET TO A POINT WHICH BEARS NORTH 88'47'51" WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 8847'51" EAST, 274.98 FEET TO THE POINT OF BEGINNING. B ' y/ WASH�y� O N J� �� 40016 i� / S T E 5� �A t L ANC SIGNED 7/7/7fN A RECORDING NO. I VOL./PAGE PORTION OF SW-1 /4 of S 1 /4, S. 16 _, T,-21 _N., R. 4 E.,W.M. RESERVATIONS AND EXCEPTIONS: (PER CHICAGO TITLE COMPANY OF WASHINGTON'S COMMITMENT NO. 0050492-06 DATED SEPTEMBER 11, 2015 AT 8:00A.M.) 1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS SEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 3778561 (NO PLOTTABLE EASEMENTS) RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 11 2. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 3778562 (NO PLOTTABLE EASEMENTS) RIGHT OF THE STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 10 3. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY GRANTOR: STATE OF WASHINGTON RECORDING NO.: 4403835 (NO PLOTTABLE EASEMENTS) RIGHT Or THE STATE OF Wi6HINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN ABOVE -REFERENCED DEED. AFFECTS: TRACT 12 4. COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN: RECORDED IN: VOLUME 41 OF PLATS, PAGES 30 THROUGH 32 (NO PLOTTABLE EASEMENTS) 5. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: PUGET SOUND ENERGY, INC. PURPOSE: UTILITY SYSTEMS FOR ELECTRICITY RECORDING DATE: JULY 1, 2004 RECORDING NO.: 20040701000605 AFFECTS: WESTERLY PORTION OF SAID PREMISES (SHOWN) 6-27. FINANCIAL AND OTHER MATTERS BEYOND THE SCOPE OF AN ALTA SURVEY. PLEASE REFER TO THE REFERENCED TITLE REPORT FOR PARTICULARS. �GHA(�� 42P�2 n0 _ U 2 $ G ENG JUL 18 2016 CITY OF FEDERAL WAY CDS CADENCE DEVELOPMENT, LLC. 4580 KLAHANIE DR. SE, NO. 402 18215 72ND AVENUE SOUTH KENT, WA 98032 ISSA UAH, WA 98029 (425)251-6222 (425)251-8782 FAX DWN. BY DATE JOB NO. CIVIL ENGINEERING, LAND PLANNING, KMA 7/7/16 17732 CHKD. BY SCALE SHEET SURVEYING, ENVIRONMENTAL SERVICES OBH N/A 3 of 3