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22-102498-UPII-Civil and Landscape Plans-05-31-2022-V1ΡΓ∆∆Σ ΝΕ ∆ΡΛ ΙΝΑ ΜΝ− 1/02,//0,/07 Υηβηµησξ Λο 000\\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\CV-01.dwg5/25/2022 10:01 AMPlotted:File:Plotted By: Jeff HiivaN ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NOT TO SCALE µ LAKE GENEVA LAKE KILARNEY BROOK LAKE HYLEBOS STATE PARK PANTHER LAKE PANTHER LAKE PARK CELEBRATION PARK 5 18 S 348TH ST 99 161 S 336TH ST S 320TH ST S 356TH ST S 342ND ST S 352ND ST SW 330TH ST S 340TH ST S 344TH ST S 343RD ST PACIFIC HWY SS 324TH ST 9TH AV S13TH PL SWEYERHAUSERWY S38TH AV S1ST AV S1ST AV S1ST WY SMILITARY RD SPEASLEY CANYON RDοθδοθδχ ενθ ΒΝΜΡΣΘΤΒΣΗΝΜ ΟΚ≅ΜΡ ενθ North Lake ΡΗΣ∆Weyerhaeuser Way S.Χ≅Σ∆9 4.2/.1/11 ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡ ≅ ΟΝΘΣΗΝΜ ΝΕ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 04 ≅ΜΧ ΣΓ∆ Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 05+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ− ϑΗΜΦ ΒΝΤΜΣΞ+ ς≅ΡΓΗΜΦΣΝΜ SITE ADDRESS:TO BE DETERMINED FEDERAL WAY. WA 98003 PARCEL NUMBER:762240-0015 SITE AREA: 500,223 S.F. (11.48 AC.) PROJECT AREA:69,866 S.F. (1.60 AC.) ZONING: CITY CENTER CORE (CC-C) REGULAR STALLS= 19 COMPACT STALLS= 0 ADA PARKING STALLS = 2 TOTAL= 21 {CIVIL ENGINEER / PLANNER / SURVEYOR }ESM CONSULTING ENGINEERS, LLC 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 CONTACT: LAURA BARTENHAGEN, PE, LEED AP PHONE: 206-838-6113 { GEOTECHNICAL ENGINEER} GEOTEST, INC 20527 67TH AVE NE ARLINGTON, WA 98223 CONTACT: KURT PARKER, LEG PHONE: 360-435-1141{ ARCHITECT} SMITH CO. LLC 603 STEWART STREET SUITE 610 SEATTLE, WA 98101 CONTACT: KEITH SMITH PHONE: 206-466-5239 {LANDSCAPE ARCHITECT }URBAN ARENA 11300 SORRENTO VALLEY ROAD SUITE #230{ }SAN DIEGO, CA 92121 CONTACT: BRICE CIABATTI PHONE: 858-625-0112 { OWNER/ DEVELOPER } DICK'S DRIVE-IN RESTAURANTS CC-C CITY CENTER CORE USE:CONSTRUCTION TYPE VB FULLY SPRINKLERED, B OCCUPANCY - DRIVE-IN RESTAURANT MINIMUM LOT AREA:NONE MAXIMUM LOT COVERAGE: NONE MAXIMUM BUILDING HEIGHT:70' (95' WITH PROVISIONS IN FWRC19.115.110) BUILDING SETBACKS: FRONT:0' SIDE:0' REAR:0' REQUIRED PARKING SPACES:RETAIL - 1 PER 300 SF RESTAURANT - 1 PER 100 SF SEWER:LAKEHAVEN UTILITY DISTRICT WATER:LAKEHAVEN UTILITY DISTRICT POWER:PUGET SOUND ENERGY GAS:PUGET SOUND ENERGY TELEPHONE: CENTURY LINK CABLE:COMCAST FIRE:FEDERAL WAY DISTRICT #39 SCHOOL:FEDERAL WAY SCHOOL DISTRICT #210 ΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ οθδοθδχ αξ 223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4 Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ 87//2 Ογνµδ9 ∋142( 727,5002 346 Ρς 037ΣΓ ΡΣΘ∆∆Σ ΡΤΗΣ∆ ∀1/1 ΑΤΘΗ∆Μ+ ς≅ 87055 ∋1/5( 328,122/ ∆ΩΣ− 415 ΒΝΜΣ≅ΒΣ9 ΦΚ∆ΜΜ ΦΝΝΧΛ≅Μ Know what's below. before you dig.Call R ΡΗΣ∆ Χ≅Σ≅9 ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ9 Χ∆Υ∆ΚΝΟΛ∆ΜΣ ΡΣ≅ΜΧ≅ΘΧΡ9 Ο≅ΘϑΗΜΦ ΤΣΗΚΗΣΞ ΟΘΝΥΗΧ∆ΘΡ9 Ργδδσ Ηµχδω DESCRIPTIONDRAWING NO.SHEET NO. EXISTING CONDITIONS & DEMOLITION PLANEX-01 CV-01 COVER SHEET HORIZONTAL CONTROL, SITE & PAVING PLANST-01 T.E.S.C. & GRADING PLANGR-01 2 1 4 5 GR-026 T.E.S.C. & GRADING DETAILS SD-01 8 - 9 STORM DRAINAGE PLAN DT-01 - DT-02 10 CURB RAMP DETAILSDT-03 Βησξ νε Εδχδθκ ςξ LEGENDLG-013 DETAILS 11 LA-01 PRELIMINARY LANDSCAPE PLAN APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 05/31/2022 P D PB W S IR S D D IR PB S PB S PB PB IR PB PB PB PB IR P PB 5"6"6" 6" 4" 6" 6" 9" 5" 5" 3" 3" 9" 8" 9" 10" 3" 5"5"5"5" 7" 6" 6" 7" 6" 6" 6" 6" 6" PIVPIV NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\EX-01.dwg5/25/2022 5:47 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 04 ≅ΜΧ ΣΓ∆ Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 05+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ− ϑΗΜΦ ΒΝΤΜΣΞ+ ς≅ΡΓΗΜΦΣΝΜ ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞEXISTING CONDITIONS & DEMOLITION PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 EX-01 GFF 05/30/2022 ∆Ω,/0 1 00 44925 Ο≅ΒΗΕΗΒ ΓΗΦΓς≅Ξ ΡΝΤΣΓ(PUBLIC RIGHT OF WAY)∋Ρ∆≅ΘΡ( ΚΝΣ 0 ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆ (PRIVATE) µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: FIELD TRAVERSE AND/OR GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) ELECTONIC TOTAL STATIONS, INCLUDING TOPCON PS-103A, LEICA TCRA 1105 PLUS TOPCON HIPER LITE PLUS GNSS EQUIPMENT. TOPCON GR-5 GNSS EQUIPMENT. PROCEDURE USED : FIELD TRAVERSE WORK COMPLIES WITH CURRENT STANDARDS AS OUTLINED IN WAC-332-130-070, -080 AND -090. ALL INSTRUMENTS MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC-332-130-100. ΡΤΘΥ∆Ξ ΗΜΡΣΘΤΛ∆ΜΣ≅ΣΗΝΜ 9 NAD '83('91) WASHINGTON NORTH ZONE COORDINATE, EXPRESSED IN U.S. SURVEY FEET BASED ON GPS OBSERVATIONS OF CITY OF FEDERAL WAY CONTROL POINTS. BASIS OF BEARING: N 8818'03" WEST ALONG THE NORTH LINE OF THE NW {1/4} OF SECTION 16, T. 21 N., R. 4 E., W.M. 1.THE POSITION OF SURFACE FEATURES (CATCH BASINS, MANHOLES, HYDRANTS, ETC.) ARE FROM ACTUAL FIELD LOCATIONS. THE POSITION OF UNDERGROUND UTILITIES ARE FROM ACTUAL FIELD LOCATIONS OF VISIBLE FEATURES AND CONSTRUCTION PLANS BY ESM FOR THE STEADFAST COMPANIES AS APPROVED BY THE CITY OF FEDERAL WAY. THE APPROXIMATE UNDERGROUND LOCATIONS FOR UNDERGROUND STORM DRAINAGE, WATER AND SANITARY SEWER HAVE BEEN DEPICTED HEREON. PLANS FOR POWER, TELEPHONE, GAS AND OTHER UTILITIES WERE NOT AVAILABLE. 2.SURVEY FIELD WORK COMPLETED MAY 2019. Α≅ΡΗΡ ΝΕ Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ9 Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ9 ΜΝΣ∆Ρ9 Κ∆Φ∆ΜΧ VERTICAL DATUM BASED ON CITY OF FEDERAL WAY CONTROL MONUMENT FW-144. TOP OF MONUMENT INSIDE CASE LOCATED IN THE CENTER LINE OF SOUTH 320TH STREET, 0.2 MILES EAST OF I-5 OVERPASS. ELEVATION = 462.93(FT) NGVD 29 40 40 1/& 2020 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. {\Q20;TRACT C} CHAIN LINK FENCE (ESM)= BOUNDARY DIMENSIONS DETERMINED BY ESM CONSULTING ENGINEERS, LLC FROM EXISTING = FOUND 3" BRASS DISK IN CONCRETE MONUMENT, IN CASE LOCATED OCTOBER OF 2003 MONUMENTATION AND (PLAT) DATA RADIAL BEARING ARC LENGTH (R) Δ DELTA RADIAL RADIUSR LANDSCAPE LIGHT CATCH BASIN TRANSFORMER COS CLEAN OUT SD STORM ROOF DRAIN FIRE HYDRANT WATER VALVE W WATER MANHOLE IRRIGATION CONTROL VALVE W GAS METER WATER FIRE CONNECTOR WATER VAULT TELEPHONE RISER P POWER VAULT GROUNDING ROD STORM DRAIN MANHOLED T TELEPHONE MANHOLE WATER HOSE BIB WATER METER SIGNAL JUNCTION BOX ELECTRIC STUB CONCRETE WALK LANDSCAPE AREAL.S. C.W. IRWATER IRRIGATION VALVE MW WATER MONITORING WELL FIRE DEPARTMENT CONNECTION GAS VALVE NEW CATCH BASIN GATE G W GAS STUB MARKER POST POWER OUTLET APPROXIMATE UNDERGROUND LOCATION OF STORM DRAIN LINE APPROXIMATE UNDERGROUND LOCATION OF EXISTING SANITARY SEWER LINE APPROXIMATE UNDERGROUND LOCATION OF EXISTING WATER LINE SIGN POST PB P P POWER CONDUIT POWER STUB MARKER POST POWER PULL BOX POWER METER S SANITARY SEWER MANHOLE JUNCTION BOX LIGHT POLE WATER STUB MARKER POST UTILITIES TO BE REMOVED OR ABANDONED IN PLACE CLEARING/DEMOLITION LIMITS DRY UTILITY TRENCH APPROVED DATE PERMIT NO. PAD H DICK'S 05/31/2022 BW BACK OF WALK OHW ORDINARY HIGH WATER TOP/TOE OF SLOPE STREAM WITH BUFFERWETLAND WITH BUFFER STORM DRAIN PIPE N.G.P.E. FENCE INSIDE DIAMETER INVERT ELEVATION INCHES LENGTH POUNDS LINEAL FEET MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT MISCELLANEOUS NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF INTERSECTION POWER POLE POINT OF VERTICAL INTERSECTION POLYETHYLENE PERFORATED POLYVINYL CHLORIDE PAVEMENT POINT OF VERTICAL TANGENCY POINT OF CURVATURE POINT OF TANGENCY QUANTITY RETAINING RAILROAD RADIUS REDUCER REINFORCED REQUIRED RIGHT OF WAY SOUTH SCHEDULE SQUARE FEET SHEET SPECIFICATIONS SQUARE STATION STANDARD TOP OF CURB TELEPHONE THREADED THROUGH TYPICAL VERTICAL WEST WITH WITHOUT FL FLANGE AVENUE ASBESTOS CEMENT PIPE ADJACENT ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ANGLE POINT ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS ASSEMBLY BLIND FLANGE BUILDING BLOCK BLOW OFF BEGIN VERTICAL CURVE CENTER CATCH BASIN CAST IRON CENTERLINE CLEAR CORRUGATED METAL PIPE CLEANOUT CONCRETE CONDUIT CONNECTION CONTRACTOR CONTINUED CUBIC YARDS CLASS CUBIC FEET CUBIC FEET PER SECOND DEGREE OF CURVATURE DUCTILE IRON DIAMETER DEPARTMENT OF TRANSPORTATION DIMENSION DRAWINGS DRAIN EDGE OF PAVEMENT EAST ELEVATION ELEVATION ELECTRICAL END VERTICAL CURVE EXISTING FIGURE FINISHED FLOWLINE FEET FORCE MAIN GAUGE GALVANIZED GALVANIZED IRON GATE VALVE W/O W/ W VERT TYP THRU THRD TEL TC STD STA SQ SPECS SHT SF SCH S R/W REQ REINF RED R RR RET QTY PT PC PVT PVMT PVC PERF PE PVI PP PI OD OC NTS NO N MISC MJ MIN MH MFR MAX LF LB IE ID GV GI GALV GA FM FT FIN FIG EXIST EVC ELEC EL ELEV E EOP D DWGS DIM DOT DIA/%%C DI DC CFS CF CL CY CONT CONTR CONN C CONC CO CMP CLR CI CB CTR BVC BO BLK BLDG BF ASSY ASTM ASPH AP ANSI ALUM ADJ AC AVE (NR) (R) NON-RADIAL BEARING RADIAL BEARING < > DELTA ARC LENGTH FIRE HYDRANT REDUCER BEND TEE (W/ VALVES) CROSS (W/ VALVES) DETECTOR CHECK VALVE AIR-VAC ASSEMBLY BLOWOFF ASSEMBLY DOMESTIC / IRRIGATION METER CONCRETE BLOCKING BUTTERFLY VALVE GATE VALVE BEEHIVE MANHOLE STORM DRAIN MANHOLE CATCH BASIN TYPE 2 W/SOLID LID CATCH BASIN TYPE 1 W/SOLID LID BUILDING SETBACK LINE EASEMENT LINE BOUNDARY LINE SPOT ELEVATION SANITARY SEWER CLEANOUT VERTICAL CURB AND GUTTER 821.54 RIP RAP PAD STRAW BALE GRAVEL CONE PROPOSED MONUMENT IN CASE FOUND MONUMENT IN CASE PROPOSED MONUMENT (AS DEFINED) 820 821.54 SANITARY SEWER GRAVITY SANITARY SEWER MANHOLE ROOF DRAIN CATCH BASIN TYPE 2 W/GRATE CATCH BASIN TYPE 1 W/GRATE CONCRETE SIDEWALK ROLLED CURB AND GUTTER ROADWAY CENTERLINE CONTOUR (MINOR) RIGHT-OF-WAY PROPERTY / LOT LINE CLEARING LIMITS FILTER FABRIC FENCE CUTOFF SWALE INTERCEPTOR DITCH CONSTRUCTION ENTRANCE ROCK CHECK DAM SEDIMENT FILTER YARD DRAIN (ROUND LID) YARD DRAIN STORM DRAIN CLEAN-OUT D SANITARY SEWER STORM DRAINAGE S ROCKERY WATER STRAIGHT/RIGHT TURN ARROW HANDICAP PARKING INFORMATION SIGN TRAFFIC SIGN BIKE LANE STRAIGHT ARROW RIGHT TURN ARROW LEFT TURN ARROW STRAIGHT/LEFT/RIGHT TURN ARROW LEFT/RIGHT TURN ARROW STRAIGHT/RIGHT TURN ARROW TRAFFIC OM OM FOUND MONUMENT (AS DEFINED) T.E.S.C.P.SURVEY WETLAND FLAG BIKE RACK DEBRIS PILE FIRE PIT BOLLARD U HORSE SHOE PIT MAILBOX M MILE POST MARKER SOIL LOG SIGN COS SEPTIC DISTRIBUTION BOX S S SANITARY SEWER STUB MARKER POST SV SEPTIC VENT CO STORM PIPE INLET/OUTLET D D STORM DRAIN STUB MARKER POST ROOF DRAIN CATCH BASIN TV CABLE TV MARKER POST CABLE TV RISER SATELLITE DISH LUMINAIRE W/ARM LUMINAIRE LANDSCAPE LIGHT YARD LIGHT (UNDER 10' TALL) G GAS STUB MARKER POST GAS VALVE OC OIL FILLER CAP P GUY ANCHOR P GUY POLE POWER GRATE PB ELECTRICAL JUNCTION PULL/BOX P ELECTRICAL STUB MARKER POST ELECTRICAL METER POWER POLE W/DROP LINE & LIGHT POWER POLE W/DROP LINE, LIGHT & TRANSFORMER POWER POLE W/DROP LINE & TRANSFORMER POWER POLE W/LIGHT POWER POLE W/LIGHT & TRANSFORMER POWER POLE POWER POLE W/TRANSFORMER PAD MOUNTED TRANSFORMER P POWER VAULT/MANHOLE SIGNAL CONTROL BOX SIGNAL JUNCTION BOX TRAFFIC PEDESTRIAN POLE TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/LIGHT FO FIBER OPTIC MANHOLE FO FIBER OPTIC STUB MARKER POST T TELEPHONE GUY ANCHOR T TELEPHONE ANCHOR POLE TELEPHONE JUNCTION BOX (UG) T TELEPHONE MANHOLE T TELEPHONE STUB MARKER POST TELEPHONE POLE TELEPHONE RISER FIRE DEPT CONNECTION HOSE BIB IR IRRIGATION CONTROL VALVE W WATER MANHOLE W WATER STUB MARKER POST MW MONITORING WELL PIV POST INDICATOR VALVE SPRINKLER HEAD W WATER VAULT WATER WELL FO FIBER OPTICS FENCE HOG WIRE FENCE, SPLIT RAIL FENCE, WIRE FENCE WROUGHT IRON RAILROAD TRACKSCREEK OR STREAM CENTERLINE EXISTING FEATURES BARRICADE MAILBOX SD SERVICE 6" CPEP WITH INVERT @ END OF PIPE 866.0 0+33 (STATION ALONG MAINLINE) 21 L.F. (STUB LENGTH) 866.0 (I.E. AT END OF STUB) 866.0 21 L.F.0+33 CONCRETE BLOCK WALL WATER PIPE W TELEPHONE (BURIED) OIL GAS POWER (BURIED) TV CABLE (BURIED) POWER (AERIAL) TELEPHONE (AERIAL) TV CABLE (AERIAL) C C G OIL P P T T GUARD RAIL FENCE, BOARD FENCE, BARB-WIRE FENCE, CHAIN-LINK FENCE, ELECTRIC SANITARY SEWER FORCE MAIN FM TOP OF WALLTOW/TW BOTTOM OF WALLBOW/BW FINISH GRADEFG STORM DRAINSD SANITARY SEWERSS WATER SAMPLING STATIONWSS FIRE DEPARTMENT CONNECTIONFDC ROADWAY CAP/PLUG 812 820 812 CONTOUR (MAJOR) STREET LIGHT BOLLARDS DOWNSPOUTS FOOTING DRAIN FLOWPATH Δ CL/ NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\LG-01.dwg5/25/2022 5:53 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞLEGENDWASHINGTONCITY OF FEDERAL WAY2013-001-018 LG-01 LGB GFF 05/30/2022 ΚΦ,/0 2 00 GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG E NG NEE EFOR P TS SS TA ER N A E G H BUILDING SETBACK LINEBSBL TOP OF GRATETG Κ∆Φ∆ΜΧ {\W1.2;\LEXISTING}{\W1.2;\LPROPOSED}≅ΑΑΘ∆ΥΗ≅ΣΗΝΜΡ APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 05/31/2022 PB IR IR PB S PB PB IR PB PB PB IR P IR DD IR PB S PB PB IR PB PB PB IR P ~ PB S PB IR PB S PB IR IR IRIR S PB IR PB S PB IR D D IR IRIRPIVµ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S {(PUBLIC RIGHT OF WAY)} N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\ST-01.dwg5/25/2022 11:29 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 04 ≅ΜΧ ΣΓ∆ Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 05+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ− ϑΗΜΦ ΒΝΤΜΣΞ+ ς≅ΡΓΗΜΦΣΝΜ ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞHORIZONTAL CONTROL, SITE & PAVING PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 ST-01 LGB GFF 05/30/2022 ΡΣ,/0 3 00 Ο≅Χ Γ PAD H {(4,191 SF)}∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆OUTDOOR PATIO Κ∆Φ∆ΜΧ CONCRETE PAVING \A1;5.5' PAD I SEE SEPARATE CONSTRUCTION PLAN ϑ∆Ξ ΜΝΣ∆Ρ APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. DRY UTILITY TRENCH ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆- CEMENT CONCRETE SIDEWALk \pxsm2.3;SEE SHEETS DT-01 - DT-03 FOR DETAILS. OUTDOOR PATIO \A1;10'\A1;10' \A1;12.1' \A1;6.5' \A1;34.6' \A1;23.7'\A1;23.7' \A1;22.2'\A1;8'\A1;8'\A1;5'\A1;5'\A1;5'\A1;1.5' \A1;1.5'\A1;8'SEE SEPARATE SITE PLAN PERMIT NO. 22-101773-CO FOR PAD H SITE IMPROVEMENTS SEE SEPARATE SITE PLAN PERMIT NO. 22-101773-CO FOR PAD H SITE IMPROVEMENTS 05/31/2022 D PB PB PB PB D PB D PB PB PB PB EV EVEV PIVS PB IR PB S PB IR D D IR IRIR ~ D D PB COCO S PB IR PB S PB IR D D IR IRIR S IR D IR PB S PB PB IR PB IR P S IR D IR PB S PB PB IR PB IR P H=2.3'H=1.3'N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\GR-01.dwg5/26/2022 11:38 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 04 ≅ΜΧ ΣΓ∆ Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 05+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ− ϑΗΜΦ ΒΝΤΜΣΞ+ ς≅ΡΓΗΜΦΣΝΜ ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞT.E.S.C. & GRADING PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 GR-01 LGB GFF 05/30/2022 ΦΘ,/0 4 00 {DICK'S DRIVE-IN RESTAURANTS PAD H} CUT:0 CY FILL:9 CY NET:9 CY (FILL) Ο≅Χ Γ PAD H {(4,286 SF)}∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S {(PUBLIC RIGHT OF WAY)} ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 µ CLEARING LIMITS FILTER FABRIC FENCE INTERCEPTOR DITCH INLET PROTECTION DAYLIGHT LINE EXISTING LANDSCAPE CURB, GUTTER AND SIDEWALK TO REMAIN. PROTECT FROM DAMAGE OR DISTURBANCE. ALONG PROPERTY FRONTAGE, CONTRACTOR SHALL REPLACE SIDEWALK PANELS THAT DO NOT COMPLY WITH ADA STANDARDS. ITEM TO REMAIN. PROTECT FROM DAMAGE OR DISTURBANCE. PAD I SEE SEPARATE CONSTRUCTION PLAN ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆ϑ∆Ξ ΜΝΣ∆Ρ ∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ Κ∆Φ∆ΜΧ APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 1.PRE-CONSTRUCTION MEETING. 2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.FLAG OR FENCE CLEARING LIMITS. IDENTIFY AND PROTECT TREES TO BE RETAINED. 4.INSTALL PERIMETER PROTECTION, SUCH AS FILTER FABRIC FENCE, WHERE INDICATED. 5.GRADE AND INSTALL ROCK-LINED CONSTRUCTION ENTRANCE(S). 6.INSTALL SEDIMENT BARRIERS OVER EXISTING CATCH BASINS. 7.CLEAR TO LIMITS SHOWN ON PLANS AND INSTALL INTERCEPTOR DITCHES. 8.CONSTRUCT SEDIMENT PONDS. 9.ROUGH GRADE PARKING AREA AND BUILDING PAD. 10.INSTALL SANITARY SEWER SYSTEM. 11.INSTALL STORM DRAINAGE SYSTEM AND STORMWATER CARTRIDGE FILTERS. 12.INSTALL DOMESTIC WATER SYSTEM. 13.INSTALL SEDIMENT BARRIERS OVER CATCH BASINS. 14.FINE GRADE FOR CURB AND GUTTER, SIDEWALK, PAVEMENT, AND LANDSCAPING. 15.INSTALL CURB, GUTTER, AND SIDEWALK. 16.PAVE PARKING AREA. 17.REMOVE SEDIMENT BARRIERS. 18.COMPLETE LANDSCAPING. 19.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 20.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF FEDERAL WAY STANDARDS. 21.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 22.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 23.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 24.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED, HYDROSEEDED AND BMPS REMOVED IF APPROPRIATE. ΒΝΜΡΣΘΤΒΣΗΝΜ Ρ∆ΠΤ∆ΜΒ∆ SEE SEPARATE SITE PLAN PERMIT NO. 22-101773-CO FOR PAD H SITE IMPROVEMENTS 05/31/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205DICK'S DRIVE-IN RESTAURANTSDICK'S DRIVE-IN FEDERAL WAYGR-02 6 11 ROCK-LINED CONSTRUCTION ENTRANCE DETAIL INLET PROTECTION DETAIL ·PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. ·IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. 12" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS GEOTEXTILE 4"- 8" QUARRY SPALLS R=25' MIN. 10 0 ' M I N . EXIS TI N G R O A D 15' MI N. NOTES: FILTER FABRIC FENCE DETAIL 2"X2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL MINIMUM 4"x4" TRENCH 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 6' MAX.2' MIN.12" MIN.WET SEASON SPECIAL PROVISIONS EROSION/SEDIMENTATION CONTROL NOTES:DRAINAGE NOTES:GENERAL NOTES: TEMPORARY N.G.P.E. FENCE DETAIL 05/31/2022 ~ D D PB COCO S PB IR PB S PB IR D D IR IRIRPIV S PB IR PB S PB IR D D IR IRIR D PB D PB PB PB PB EV EVEV D PB PB PB PB S IR D IR PB S PB PB IR PB IR P S IR D IR PB S PB PB IR PB IR P ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\SD-01.dwg5/25/2022 10:05 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 04 ≅ΜΧ ΣΓ∆ Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 05+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ− ϑΗΜΦ ΒΝΤΜΣΞ+ ς≅ΡΓΗΜΦΣΝΜ ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞSTORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 SD-01 LGB GFF 05/30/2022 ΡΧ,/0 6 00 µ Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S {(PUBLIC RIGHT OF WAY)} Ο≅Χ Γ PAD H {(4,286 SF)}∆ΩΗΡΣΗΜΦ∆ΜΣΘΞ ΧΘΗΥ∆PAD I SEE SEPARATE CONSTRUCTION PLAN ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆1.SEE SHEET DT-01 THRU DT-04 FOR DETAILS. 2.SEE LEGEND FOR EXISTING AND PROPOSED UTILITIES ON SHEETS EX-01 AND LG-01. 3.COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ΜΝΣ∆Ρ Know what's below. before you dig.Call R APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. FOOTING DRAIN ROOF DRAIN LIGHT ASPHALT PAVING \pxt6;HEAVY ASPHALT PAVING CONCRETE PAVING SDCO Κ∆Φ∆ΜΧ CATCH BASIN ASPHALT ENHANCED PEDESTRIAN CROSSING (SEE LANDSCAPE PLANS FOR DETAILS) DRY UTILITY TRENCH SEE SEPARATE SITE PLAN PERMIT NO. 22-101773-CO FOR PAD H SITE IMPROVEMENTS 05/31/2022 CONCRETE SIDEWALK TACK COAT PAVING TO CONC. , TYP. 3/4" R. AS NOTED #4 x 12" LONG @ 32" O.C. FOR SIDEWALK TIE-IN. RAMP WHERE OCCURS A.C. PAVING 6" OR 6"#4 BAR CONT. 9"1'-4"10" MIN.12"10°NOTES: 1. 2. 3. 4. BOTTOM OF CURB TO BE SET ON COMPACTED SUB-BASE OR NATURAL UNDISTURBED SOIL (PER SOILS REPORT). FINISH ALL EXPOSED CONCRETE SURFACES SMOOTH. AT CURVES, TANGENTS AND CORNERS, (FELT TYPE). CONTINUE REBAR THRU EXPANSION JOINTS. ( TYPICAL @ ALL SIMILAR CONDITIONS ) PROVIDE 1/2" EXPANSION JOINTS AT 25'-0" O.C. MAX. AND CONCRETE SHALL BE CLASS "A" W/ fc=3,000 P.S.I. @ 28 DAYS.5.C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205DICK'S DRIVE-IN RESTAURANTSDICK'S DRIVE-IN FEDERAL WAYDT-01 8 11 WHEELSTOP DETAIL CONCRETE CURB AT SIDEWALK 05/31/2022 C O N S U L T I N G E N G I N E E R SL L CFederal Way, WA 9800333400 8th Ave S, Suite 205DICK'S DRIVE-IN RESTAURANTSDICK'S DRIVE-IN FEDERAL WAYDT-02 9 11 6"Ø (S.D.) CLEANOUT 05/31/2022 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\DT-03.dwg5/25/2022 10:12 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞCURB RAMP DETAILSWASHINGTONCITY OF FEDERAL WAY2013-001-018 DT-03 LGB GFF 05/30/2022 ΧΣ,/2 0/00 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 2.5 4& 105 Ο≅Χ Γ C D Ο≅ΒΗΕΗΒ ΓςΞ ΡPACIFIC HWY S{(PUBLIC RIGHT OF WAY)}E B D C SCALE: 1"=5' SCALE: 1"=5' SCALE: 1"=5' ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆ \A1;5.5' ΒΤΘΑ Θ≅ΛΟ Χ∆Σ≅ΗΚ ∀2 ΒΤΘΑ Θ≅ΛΟ Χ∆Σ≅ΗΚ ∀1ΒΤΘΑ Θ≅ΛΟ Χ∆Σ≅ΗΚ ∀0 410.68 EASTING ELEV.NORTHING =90%%D06'29"L=31.45'R=20.00' Κ1 118048.79 1273450.25 118047.05 1273457.86 118042.53 1273464.23 118035.91 1273468.38 118028.20 1273469.68 ΒΤΘΑ Ε Σ≅ΑΚ∆ 410.86 411.20 411.28 411.04 BCR 1/2 ECR 3/41/4 1 CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 411.05 (@ FL) B 411.14 (@ FL) C D E F 411.11 411.19 411.19 411.27 A A \A1;6.7'\A1;17.6'\A1;3' CURB RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 410.62 (@ FL) B 410.70 (@ FL) C D E 410.66 411.78 411.73 1.2%1.3%0.7%6.4%5.9%0.9% APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. \A1;5.4'\A1;3.5' E F G H I J G H I J 411.60 411.67 411.69 411.77 B 1.7% 0.8% 2%2%1.8%2% 2% 2% 7.6% 7.4% 1.8% 2% GF \A1;5' 0.9%1.4%1.4%F G 411.85 411.80\A1;5'\A1;6.5' \A1;5'1.8%A \A1;5'\A1;8' \A1;5' B E F C D 0% 0% 0% 2%2%6.1%6.1%CURB RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 411.36 (@ FL) B 411.36 (@ FL) C D E F 411.85 411.85 411.95 411.95 05/31/2022 PB IR PB S PB PB IR PB PB PB IR DD IR PB S PB PB IR PB PB PB IR232 SF121 SF~ PB S PB IR PB S PB IR IR IRIR S PB IR PB S PB IR D D IR IRIRPIVµ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S{(PUBLIC RIGHT OF WAY)} NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\Esm8\\engr\\ESM-JOBS\\2013\\001\\018\\plots\\Pad H Dicks\\LA-01.dwg6/1/2022 11:29 AMPlotted:File:Plotted By: Jeff HiivaEVERETTFEDERAL WAYΒ Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ ΡΚ Κ ΒCivil EngineeringProject ManagementLand SurveyingLandscape ArchitectureLand Planningwww.esmcivil.com(253) 838-6113(425) 297-9900Public WorksΕδχδθκ ςξ+ ς≅ 87//2223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Μς 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 04 ≅ΜΧ ΣΓ∆ Μ∆ 0.3 ΝΕ Ρ∆ΒΣΗΝΜ 05+ Σ− 10 Μ−+ Θ− 3 ∆−+ ς−Λ− ϑΗΜΦ ΒΝΤΜΣΞ+ ς≅ΡΓΗΜΦΣΝΜ ΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Θ∆ΡΣ≅ΤΘ≅ΜΣΡΧΗΒϑ&Ρ ΧΘΗΥ∆,ΗΜ Ε∆Χ∆Θ≅Κ ς≅ΞPRELIMINARY LANDSCAPE PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 LA-01 LGB GFF 05/30/2022 Κ≅,/0 00 00 Ο≅Χ Γ PAD H {(4,191 SF)}∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆OUTDOOR PATIO PAD I SEE SEPARATE CONSTRUCTION PLAN APPROVED DATE PERMIT NO. PAD H DICK'S NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER.∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆OUTDOOR PATIO SEE SEPARATE SITE PLAN PERMIT NO. 22-101773-CO FOR PAD H SEE SEPARATE SITE PLAN PERMIT NO. 22-101773-CO FOR PAD H SITE IMPROVEMENTS LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF {TREES BOTANICAL NAME / COMMON NAME SIZE QTY COMMENTS WATER USE MATURE WIDTH }ACER TRUNCATUM X PLATANOIDES / 'WARRENRED' TM PACIFIC SUNSET MAPLE 1-3/4" CAL. 4 B&BMEDIUM 15'-25' w. PYRUS CALLERYANA 'REDSPIRE' / 'REDSPIRE' CALLERY PEAR 1-3/4" CAL. 4 B&BMEDIUM 25'-40' w. {SHRUBS BOTANICAL NAME / COMMON NAME SIZE SPACING QTY COMMENTSWATER USE MATURE WIDTH }BERBERIS THUNBERGII 'CRIMSON PYGMY' / JAPANESE BARBERRY 5 GAL 36" 40 DT LOW-MEDIUM 2'-3' w. MISCANTHUS SINENSIS 'MORNING LIGHT' / MAIDENGRASS5 GAL 36"3MEDIUM3'-4' w. ILEX CRENATA 'COMPACTA' / JAPANESE HOLLY5 GAL 36"29LOW-MEDIUM3'-4' w. LAVANDULA 'THUMBELINA LEIGH' / DWARF ENGLISH LAVENDER5 GAL 24" 38 DT LOW 1'-2' w. LIRIOPE MUSCARI 'VARIEGATA' / VARIGATED LILY TURF1 GAL 24" 94 DT LOW-MEDIUM 1'-2' w. ERICA X DARLYENSIS 'KRAMERS ROTE' / WINTER HEATH2 GAL 36"69DTLOW-MEDIUM2'-3' w. HEUCHERA 'MELTING FIRE' / CORAL BELLS2 GAL 36" 25 DT MEDIUM 1' w. BLECHNUM SPICANT / DEER FERN1 GAL 24"9NTVMEDIUM1'-2' w. OPHIOPOGON PLANISCAPUS 'NIGRESCENS' / BLACK MONDO GRASS1 GAL 24"96MEDIUM1'-2' w. SEDUM 'AUTUMN JOY' / STONECROP1 GAL 24"141DTLOW-MEDIUM1'-2' w. ΟΘ∆ΚΗΛΗΜ≅ΘΞ ΟΚ≅ΜΣ Κ∆Φ∆ΜΧ ΡΓΘΤΑ ΟΚ≅ΜΣΗΜΦ Χ∆Σ≅ΗΚ 6" ~ EQUAL SPACING ΡΟ≅ΒΗΜΦ Χ∆Σ≅ΗΚ ΡΓΘΤΑ ≅ΜΧ ΦΘΝΤΜΧΒΝΥ∆Θ EQUAL SPACINGTOTAL NUMBER OF PARKING SPACES PROPOSED: 21 PER FWRC 19.125.070.2.A, 20 SF OF LANDSCAPING REQUIRED PER PARKING STALL 21 X 20 = 420 SF OF LANDSCAPING REQUIRED 658 SF OF PARKING LOT LANDSCAPING PROVIDED = EXCEEDS REQUIREMENT Ο≅ΘϑΗΜΦ ΚΝΣ Κ≅ΜΧΡΒ≅ΟΗΜΦ Β≅ΚΒΤΚ≅ΣΗΝΜΡ {\W0.9;PRUNE DISEASED AND BROKEN BRANCHES} {\W0.9;REMOVE BURLAP} \W0.9000;2" SETTLED DEPTH FINE GRADE BARK MULCH {\W0.9;FERTILIZER TABLETS (4-21GRAM-20-10-5)} \W0.9000;AMEND NATIVE SOIL WITH 6" DEPTH 3-WAY MIX TOPSOIL COMPACT AND WATER THOROUGHLY \W0.9000;FIRM NATIVE SOIL MOUND \pxqr;{\W0.9;PLANT 1" HIGHER THAN IN NURSERY} \pxqr;{\W0.9;FINISH GRADE} \pxqr;{\W0.9;1/2 DIA. OF PLANT OR AS SHOWN ON DRAWING} \W0.9000;EDGE OF PAVING OR PLANTING BED \W0.9000;NOT TO SCALE \W0.9000;NOT TO SCALE \W0.9000;2x ROOTBALL WIDTH 06/02/2022