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Home My WebLink About20-104021_09 Plan Set_10-15-2020-V1AERIAL AND VICINITY MAP SHEET INDEX COV-01 CIVIL COVER SHEET ST-01 PRELIMINARY SITE PLAN EX-01 EXISTING CONDITIONS & DEMOLITION PLAN LG-01 LEGEND SHEET UT-01 PRELIMINARY UTILITY PLAN UUT-02 PRELIMINARY UTILITY PLAN GR-01 PRELIMINARY GRADING & PAVEMENT PLAN XS-01 SITE & ROAD CROSS SECTIONS A-1 EXISTING OVERALL SITE PLAN A-2 PROPOSED OVERALL SITE PLAN A-3 ENLARGED PROPOSED SITE PLAN A-4 PAD F EXISTING SITE PHOTOS A-5A-5 PAD F FLOOR PLAN AND TRASH ENCLOSURE A-6 PAD F PROPOSED ELEVATIONS A-7 PAD F CONCEPTUAL RENDERING A-8 PAD H EXISTING SITE PHOTOS A-9 PAD H FLOOR PLAN A-10 PAD H PROPOSED ELEVATIONS A-11 PAD H CONCEPTUAL RENDERING A-12A-12 PAD I EXISTING SITE PHOTOS A-13 PAD I FLOOR PLAN A-14 PAD I PROPOSED ELEVATIONS A-15 PAD I CONCEPTUAL RENDERING L1 CONCEPTUAL LANDSCAPE SITE PLAN - PAD F L2 CONCEPTUAL LANDSCAPE SITE PLAN - PADS H & I EP1.0 PRELIMINARY SITE PHOTOMETRICSLorem Ipsum PROJECT DATA ZONING: CC - C, CITY CENTER CORE PARCEL NUMBER: 762240-0015 PROPOSED LAND USE: RETAIL AND RESTAURANT PROJECT DESCRIPTION Use Process III application for the development of three pad buildings to an existing 781,791 square foot shopping center located near the corner of S. 320th Street and Pacific Highway S. PROJECT TEAM Developer Merlone Geier Partners 457 SW 148th Street Burien, Washington 98166 Civil Engineer ESM Consulting Engineers, LLCESM Consulting Engineers, LLC 33400 8th Avenue S, #205 Federal Way, Washington 98003 Architect MCG Architecture 250 Sutter Street, Suite 500 San Francisco, California 94108 LandscapeLandscape Architect Urban Arena 11300 Sorrento Valley Road, #230 San Diego, California 92121 Electrical Engineer ACIES Engineering 3371 Olcott Street Santa Clara, California 95054Santa Clara, California 95054 THE COMMONS - PADS F, H & I FEDERAL WAY, WASHINGTON AREA OF WORK AREA OFWORK PIV PIV PIV IR PB PB PBPB PB PB PB PB PB IR PB IR IR IR PB PB PB PB PB PBPB D IR S S IR IR PB S D D D IR PB PB PB PB PB PB S S S PB IR PB S PB PB IR PB PB PB IR IR D D IR D S IR IR IR PB IR IR CO P P P P PB PB EV EV EV COS COS G PP PP W P P PB G PP PP PP PP PP IR IR PB IR PP P W ~ PB PB PB PB IR "DICKS" D D D D C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C PB PB C PB PB T PBPBPB PB PB PB PB PB PB PB P P W W COS COS CO CO CO IR PB PB PBPB PB PB PB PB PB IR PB IR IR IR PB PB PB PB PB PBPB D IR S S IR IR PB S D D D IR PB PB PB PB PB PB S S S PB IR PB S PB PB IR PB PB PB IR IR D D IR D S IR IR IR PB IR IR CO P P P P PB PB COS COS LOCALVANVANVANVAN VAN µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 25 4/& 10050 Ρ 21/ΣΓ ΡΣΘ∆∆Σ S 320TH STREET {(PUBIC RIGHT OF WAY)} {PAD F} REGULAR STALLS: COMPACT STALLS: ADA PARKING STALLS: TOTAL: {PAD H} REGULAR STALLS: COMPACT STALLS: ADA PARKING STALLS: TOTAL: {PAD I} REGULAR STALLS: COMPACT STALLS: ADA PARKING STALLS: TOTAL: Ο≅ΘϑΗΜΦ9 ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ9 {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{\K }20527 67TH AVE NE{\K }ARLINGTON, WA 98223{\K }CONTACT: KURT PARKER, LEG{\K }PHONE: 360-435-1141 {ARCHITECT }MCG ARCHITECTURE{\K }250 SUTTER STREET SUITE 500{\K }SAN FRANCISCO, CA 94108{\K }CONTACT: DAVID BLAIR{\K }PHONE: 415-974-6002 {LANDSCAPE ARCHITECT }URBAN ARENA{\K }11300 SORRENTO VALLEY ROAD SUITE #230{\K }SAN DIEGO, CA 92121{\K }CONTACT: BRICE CIABATTI PHONE: 858-625-0112 {OWNER/DEVELOPER }MERLONE GEIER PARTNERS 457 SW 148TH STREET SUITE #202{\K }BURIEN, WA 98166{\K }CONTACT: GLENN GOODMAN{\K }PHONE: 206-439-2330 EXT. 526{ } ST-01 PRELIMINARY SITE PLAN2 ΡΓ∆∆Σ ΗΜΧ∆Ω9 EX-01 EXISTING CONDITIONS & DEMOLITION PLAN3 LG-01 LEGEND SHEET4 UT-01 - UT-02 PRELIMINARY UTILITY PLAN5 - 6 GR-01 PRELIMINARY GRADING & PAVEMENT PLAN 8 LA-01 PRELIMINARY LANDSCAPE PLAN8 ΒΗΥΗΚ ΟΚ≅ΜΡ SITE ADDRESS: 17XXX S 320TH ST FEDERAL WAY, WA 98003 PARCEL NUMBER: 762240-0015{\K } SITE AREA: 500,223 S.F. (11.48 AC.) PROJECT AREA: 69,866 S.F. (1.60 AC.) ZONING: CITY CENTER CORE (CC-C) ΡΗΣ∆ Χ≅Σ≅9 XS-01 SITE & ROAD CROSS SECTIONS =6=0=2=8=17=0=2=19=18=0=2=20Χ∆Υ∆ΚΝΟΛ∆ΜΣ ΡΣ≅ΜΧ≅ΘΧΡ9 RETAIL AND ENTERTAINMENT NONE NONE 70' (95' WITH PROVISIONS IN FWRC19.115.110) 0' 0' 0' RETAIL - 1 PER 300 SF RESTAURANT - 1 PER 100 SF SEWER: WATER: POWER: GAS: TELEPHONE: CABLE: FIRE: ΤΣΗΚΗΣΞ ΟΘΝΥΗΧ∆ΘΡ9 LAKEHAVEN UTILITY DISTRICT LAKEHAVEN UTILITY DISTRICT PUGET SOUND ENERGY PUGET SOUND ENERGY CENTURY LINK COMCAST FEDERAL WAY FIRE DISTRICT #39 Κ∆Φ∆ΜΧ9 PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WATER EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER EXISTING GAS 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 S.W. 320th ST. S. 348th ST.1st AVE. S.S. 344TH WAY Weyerhaeuser Way S.S. 349th ST.(32nd AVE. S.)S. 320th ST.24th AVE. S.S. 330th ST.S. 336th ST.20th AVE. S.99 Weyerhaeuser Way S.I-5 Peasley Canyon Rd.Military Rd. S.18 ΥΗΒΗΜΗΣΞ Λ≅Ο ΡΗΣ∆ North Lake LA-02 LANDSCAPE DETAILS & NOTES9 ARCHITECTURAL PLANS10 - 19 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\\Process III\\COV-01.dwg10/14/2020 10:01 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗCOVER SHEETWASHINGTONCITY OF FEDERAL WAY2013-001-018 COV-01 LGB GFF 10/14/2020 ΒΝΥ,/0 0 7 Ο≅Χ Ε PAD F{(7,500 SF)} G W SS SD LIGHT ASPHALT PAVING \pxt6;HEAVY ASPHALT PAVING CONCRETE PAVING 10 PL-01 SITE PHOTOGRAPHSΟ≅ΒΗΕΗΒ ΓςΞ ΡPACIFIC HWY S{(PUBIC RIGHT OF WAY)}Ο≅Χ Γ PAD H{(4,299 SF)} Ο≅Χ Η PAD I {(4,200 SF)} ΤΣ,/0 ΡΣ,/0 . ΤΣ,/1 . ΦΘ,/0ΡΣ,/0 . ΦΘ,/0 COV-01 COVER SHEET1 {OVERALL} REGULAR STALLS: COMPACT STALLS: ADA PARKING STALLS: TOTAL:=41=0=6=4710/14/2020 PIVPIV~ D PB COCO DD IR PB S S PB IR PB S PB PB IR PB PB PB IR D D IR IR IR DD IR PB S S PB IR PB S PB PB IR PB PB PB IR D D IR IR IR PIV PPPP PP PP PP IR PB IR IR IR PB PB PB PB PB PBPB IR IR IR PB PB PB PB PB PBPB µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S{(PUBIC RIGHT OF WAY)} Κ∆Φ∆ΜΧ9 PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WATER EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER EXISTING GAS N 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 S.W. 320th ST. S. 348th ST.1st AVE. S.S. 344TH WAY Weyerhaeuser Way S.S. 349th ST.(32nd AVE. S.)S. 320th ST.24th AVE. S.S. 330th ST.S. 336th ST.20th AVE. S.99 Weyerhaeuser Way S.I-5 Peasley Canyon Rd.Military Rd. S.18 ΥΗΒΗΜΗΣΞ Λ≅Ο ΡΗΣ∆ North Lake FIRE HYDRANT LOCATION 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\\Process III\\ST-01.dwg10/14/2020 10:03 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗPRELIMINARY SITE PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 ST-01 LGB GFF 10/14/2020 ΡΣ,/0 1 7∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Γ PAD H{(4,299 SF)} TRASH / RECYCLE G W SS SD LIGHT ASPHALT PAVING \pxt6;HEAVY ASPHALT PAVING CONCRETE PAVING ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆TRASH /RECYCLEΟ≅Χ Η PAD I {(4,200 SF)}\A1;9'\A1;8'\A1;18'\A1;9'\A1;18' \A1;18'\A1;9'\A1;9'\A1;31' \A1;25.8' \A1;32' \A1;15' \A1;13.5' \A1;10.7' \A1;11.5' \pxqc;OUTDOOR SEATING AREA µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 ΣΘ≅ΒΣ Β ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Ε PAD F {(7,500 SF)} TRASH / RECYCLE \A1;25' \A1;9.5'\A1;8'\A1;9'\A1;9'\A1;18' \pxqc;OUTDOOR SEATING AREA \A1;16.5' \A1;5.8' \A1;15' \A1;3.5' \A1;5.8' \A1;6.5' \A1;13.6' Ρ 21/ΣΓ ΡΣ S 320TH ST {(PUBIC RIGHT OF WAY)} \A1;5.0'\pxqc;OUTDOOR SEATING AREA10/14/2020 G P P W P STOPSPEEDBUMPP PB IR G P P P P P IRIRIRIR PBPB IR IR COS L.S. PB IR IR IRIRIR PB PB IR PB PB P P W W W PB PB PB PB PBPB D S S SSS PB PB PB PB PB T PBPBPB PB PB PB PB PB PB P W W COS COS IR PB PB PBPB PB PB PB PB PB IR PB IRIRIR PB PB PB PB PB PBPB D IR SS IR IR PB S D D IR PB PB PB PB PB PB S S S PB IR PB S PB PB IR PB PB PB IR IR P P P P BLOCK RETAINING WALLBLOCK RETAINING WALLL.S.C.W.CONCRETE WALKC.W.LAWNLAWNLAWNLAWNC.W.C.W. 15" 10" 6" 12" 9" 10" 12" 19" 9" 8"5"5"4"4"5"5"7"7" 14"8" 5"6"6" 6" 4" 7"6"9" 10" 9"7"10"6"9"10"10" 6" 6" 12" 10" 8" 9" 9" 14" 14"6"7"7"7" 6" 6" 9" 5" 5" 3" 3" 9" 8"9" 10" 3"5"5"5"5" 9" 7" 18" 9" 6" 9" 9" 8" 8" 8" 7" 7" 6" 6" 7" 6" 6" 6" 6" 6" 6" 6" 5" 5" 4" 7" 5" 5" 5" 10" 6" 7" PB 8" COS COS 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\\Process III\\EX-01.dwg10/14/2020 10:06 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗEXISTING CONDITIONS & DEMOLITION PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 EX-01 LGB GFF 10/14/2020 ∆Ω,/0 2 7 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 200 3/& 4040 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 CHAIN LINK FENCE Κ∆Φ∆ΜΧ (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 RADIUSRLANDSCAPE 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 44925 Ρ− 21/ΣΓ ΡΣΘ∆∆Σ Ο≅ΒΗΕΗΒ ΓΗΦΓς≅Ξ ΡΝΤΣΓ9 16 ∋Ρ∆≅ΘΡ( ΚΝΣ 0 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)8 17 16 9 (NOT A PART) {\Q20;EXCEPTION} {\Q20;TRACT C} (NOT A PART) {\Q20;TRACT A} 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 BEAUTIFICATION EASEMENT UNDER RECORDING NO. 20000918000030{\H0.8x;\C1; } UTILITIES TO BE REMOVED 10/14/2020 N 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 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\\Process III\\LG-01.dwg10/14/2020 10:09 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗLEGEND SHEETWASHINGTONCITY OF FEDERAL WAY2013-001-018 LG-01 LGB GFF 10/14/2020 ΚΦ,/0 3 7 BW BACK OF WALK OHW ORDINARY HIGH WATER TOP/TOE OF SLOPE STREAMWETLAND 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 ≅ΑΑΘ∆ΥΗ≅ΣΗΝΜΡ (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 SETBACK LINE EASEMENT LINE BOUNDARY LINE SPOT ELEVATION SANITARY SEWER CLEANOUT VERTICAL CURB AND GUTTER EXISTING 821.54 RIP RAP PAD STRAW BALE GRAVEL CONE PROPOSED MONUMENT IN CASE FOUND MONUMENT IN CASE PROPOSED MONUMENT (AS DEFINED) 820 821.54 PROPOSED 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 Κ∆Φ∆ΜΧ 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/ GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB BUILDING SETBACK LINEBSBL APPROXIMATE LOCATION OF EXISTING UTILITY EASEMENT 10/14/2020 PIV IR PB PB PBPB PB PB PB PB PB IR PB IR IR IR PB PB PB PB PB PBPB D IR S S IR IR D P P G PP PP W P STOPSPEEDBUMPP G PP PP PP PP PP IR IR P PB PB PB IR PB PB PBPB PB PB PB PB PB IR PB IR IR IR PB PB PB PB PB PBPB IR S S IR IR P P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Ρ 21/ΣΓ ΡΣΘ∆∆Σ S 320TH STREET {(PUBIC RIGHT OF WAY)} Κ∆Φ∆ΜΧ9 PROPOSED STORM DRAINAGE PROPOSED 8"%%C SANITARY SEWER PROPOSED 8"%%C WATER EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER EXISTING GAS N 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 LIGHT ASPHALT PAVING \pxt6;HEAVY ASPHALT PAVING 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\\Process III\\UT-01.dwg10/14/2020 10:12 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗPRELIMINARY UTILITY PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 UT-01 LGB GFF 10/14/2020 ΤΣ,/0 4 7 ∆ΩΒ∆ΟΣΗΝΜ EXCEPTION {(NOT A PART)} ΣΘ≅ΒΣ Β ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Ε PAD F{(7,500 SF)} \pxqc;OUTDOOR SEATING AREA TRASH / RECYCLE G W SS SD CONCRETE PAVING 10/14/2020 PIVPIVDD IR PB S S PB IR PB S PB PB IR PB PB PB IR D D IR IRIR IR ~ D D D PB PB COCO DD IR PB S S PB IR PB S PB PB IR PB PB PB IR D D IR IRIR IR ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Κ∆Φ∆ΜΧ9 PROPOSED STORM DRAINAGE PROPOSED 8"%%C SANITARY SEWER PROPOSED 8"%%C WATER EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER EXISTING GAS N 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 LIGHT ASPHALT PAVING \pxt6;HEAVY ASPHALT PAVING 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\\Process III\\UT-02.dwg10/14/2020 10:14 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗPRELIMINARY UTILITY PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 UT-02 LGB GFF 10/14/2020 ΤΣ,/1 5 7 G W SS SD CONCRETE PAVING µ Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S {(PUBIC RIGHT OF WAY)}∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Γ PAD H {(4,299 SF)}∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Η PAD I {(4,200 SF)} 10/14/2020 PIVPIVDD IR PB S S PB IR PB S PB PB IR PB PB PB IR D D IR IR IR ~ D PB COCO DD IR PB S S PB IR PB S PB PB IR PB PB PB IR D D IR IR IR PIV IR IR IR PB PB PB PB PB PBPB PPPP PP PP PP IR PB IR IR IR PB PB PB PB PB PBPB Κ∆Φ∆ΜΧ9 PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WATER EXISTING STORM DRAINAGE EXISTING SANITARY SEWER EXISTING WATER EXISTING GAS N 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 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\\Process III\\GR-01.dwg10/14/2020 10:17 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗPRELIMINARY GRADING & PAVEMENT PLANWASHINGTONCITY OF FEDERAL WAY2013-001-018 GR-01 LGB GFF 10/14/2020 ΦΘ,/0 6 7 G W SS SD NOT TO SCALE CRUSHED SURFACING TOP COURSE 1 1/2" COMPACTED DEPTH MIN. CRUSHED SURFACING BASE COURSE 2 1/2" COMPACTED DEPTH MIN. NATIVE MATERIAL RECOMPACTED TO 95% TO BE USED FOR SUB-BASE Γ∆≅ΥΞ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ Ο≅ΘϑΗΜΦ ≅Θ∆≅ CRUSHED SURFACING BASE COURSE 2" COMPACTED DEPTH MIN. Ο≅ΘϑΗΜΦ ≅Θ∆≅ ΚΗΦΓΣ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ 0 1 ASPHALT CONC. PAVEMENT HMA, CLASS 1/2", PG 58-22 3" COMPACTED DEPTH MINIMUM ASPHALT CONC. PAVEMENT HMA, CLASS 1/2", PG 58-22 2" COMPACTED DEPTH MINIMUM PROOF COMPACTED NATIVE SOIL, STRUCTURAL FILL OR EXISTING FILL PREPARED AND/OR REPLACED AND COMPACTED TO 95% TO BE USED FOR SUB-BASE ∆≅ΘΣΓςΝΘϑ ΠΤ≅ΜΣΗΣΗ∆Ρ9 {PAD F} CUT: 60 CY FILL: 360 CY NET: 300 CY (FILL) {PAD H} CUT:0 CY FILL:1,200 CY NET:1,200 CY (FILL) {PAD I} CUT:20 CY FILL:980 CY NET:960 CY (FILL) LIGHT ASPHALT PAVING \pxt6;HEAVY ASPHALT PAVING CONCRETE PAVING µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Ο≅ΒΗΕΗΒ ΓςΞ Ρ PACIFIC HWY S{(PUBIC RIGHT OF WAY)}∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Γ PAD H {(4,299 SF)} TRASH / RECYCLE ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆TRASH / RECYCLE Ο≅Χ Η PAD I {(4,200 SF)} \pxqc;OUTDOOR SEATING AREA µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 0& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 ΣΘ≅ΒΣ Β ∆ΩΗΡΣΗΜΦ ∆ΜΣΘΞ ΧΘΗΥ∆Ο≅Χ Ε PAD F {(7,500 SF)} TRASH / RECYCLE \pxqc;OUTDOOR SEATING AREA Ρ 21/ΣΓ ΡΣ S 320TH ST {(PUBIC RIGHT OF WAY)} Α Α ≅≅ Β Β Χ Χ ∆ ∆ 10/14/2020 Ρ∆ΒΣΗΝΜ Β,Β Ρ∆ΒΣΗΝΜ ≅,≅Ρ∆ΒΣΗΝΜ Α,Α Ρ∆ΒΣΗΝΜ Χ,ΧΡ∆ΒΣΗΝΜ ∆,∆ N 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 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\\Process III\\XS-01.dwg10/14/2020 10:19 AMPlotted:File:Plotted By: Greg FedoreEVERETTFEDERAL 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 1/4Λ∆ΘΚΝΜ∆ Φ∆Η∆Θ Ο≅ΘΣΜ∆ΘΡΣΓ∆ ΒΝΛΛΝΜΡ ≅Σ Ε∆Χ∆Θ≅Κ ς≅Ξ , Ο≅ΧΡ Ε+ Γ+ % ΗSITE & ROAD CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY2013-001-018 XS-01 LGB GFF 10/14/2020 ΩΡ,/0 7 7 ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Β,Β 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Χ,Χ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΡΗΣ∆ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ∆,∆ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' PAD F 66.5' BUILDING EXTENTS PAD F 116.4' BUILDING EXTENTS PAD H 69' BUILDING EXTENTS PAD H 67' BUILDING EXTENTS PAD I 65.2' BUILDING EXTENTS PAD I 70.5' BUILDING EXTENTS 10/14/2020 TENANT 4E 17,655 SF 178 278 164102 156 13491 111 229 265 121 178 287 429 64 123 13 161 292 60 S. 320TH STREET M6 DICK'S 45,000 SF M3 TARGET 123,735 SF PE 5,200 SF PD 7,500 SF PC 6,100 SF PB 4,600 SF PA 4,500 SF P2 6,739 SF P1 7,580 SF NOT A PART M5 KOHL'S 59,791 SFM2 CENTURY THEATRES 61,121 SF (E) SHOPS F 2,395 SF EXISTINGDETENTIONAREAS. 320TH STREET PACIFIC HWY. SOUTHS. 324TH STREET 23RD AVENUE SOUTHENCLOSED MALL ENCLOSED MALL M5 KOHL'S 59,791 SF M3 TARGET 123,735 SF M2 CENTURY THEATRES 61,121 SF (E) SHOPS D 2,645 SF EXISTING SHOPS A 27,818 SF EXISTING DETENTION AREA (E) LOADING (E) LOADING (E) LOADINGOVERHEAD POWER LINE EASEMENT SECOND FLOOR PLAN M1 80,381 SF GROUND M1 60,878 SF SECOND (E) LOADING SECOND FLOOR PLAN EXISTING SHOPS B 52,598 SF EXISTING SHOPS C 21,906 SF SHOPS E 31,236 SF M4A 30,393 SF M4B 38,515 SF 4E (E) LOAD175'-0"42'-634"190'-218"52'-0"STAIR TO ROOF ELECT.SWITCHGEAR 19'-8"34'-4"26'-8"EXIST. SHAFTS, TYP. EXIST. SHAFTS, TYP. EXIST. SHAFTS, TYP.106'-0"19'-112"21'-0116"(E)STAIR 313'-7" OPEN TOBELOW ELEV ELEV 44'-4"26'-0" DN DN ELEV 246'-11916" FIRE RISER NEW SHAFT NEW SHAFT M4C/D 35,000 SF SECOND (46,898 SF TO REMAIN VACANT) M4C/D 35,000 SF SECOND (46,898 SF TO REMAIN VACANT) PROJECT SUMMARY NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.07.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC 0 EXISTING OVERALL SITE PLAN Scale : 1" = 100'-0" 50'100'200' A-1 N R R L.S.CATHODICPROTECTIONTESTING STATIONS. 320TH STREET PE 5,200 SF PD 7,500 SF PC 6,100 SF PB 4,600 SF PA 4,500 SF P2 6,739 SF P1 7,580 SF NOT A PART EXISTINGDETENTIONAREAS. 320TH STREET PACIFIC HWY. SOUTH23RD AVENUE SOUTHEXISTING DETENTION AREA OVERHEAD POWER LINE EASEMENT SEARS PARCEL SUMMARY PROJECT SUMMARY S. 324TH STREET OVERHEAD POWER LINE EASEMENT 175 5B 314 5A 124 4 91 3 136 2 389 6 89 1 714 13 352 7 520 8A 56 8B 158 9A 3 9B 69 10 77 11 74 14 90 12 TEMP. CONSTRUCTION EASEMENT NEW PAD F 7,500 SF PAD I 4,200 SF PAD H 4,299 SF TENANT 4E 17,655 SF M6 DICK'S 45,000 SF M5 KOHL'S 59,791 SFM2 CENTURY THEATRES 61,121 SF (E) SHOPS F 2,395 SF ENCLOSED MALL ENCLOSED MALL M5 KOHL'S 59,791 SFM2 CENTURY THEATRES 61,121 SF (E) SHOPS D 2,645 SF EXISTING SHOPS A 27,818 SF (E) LOADING (E) LOADING (E) LOADINGSECOND FLOOR PLAN M1 80,381 SF GROUND (E) LOADING EXISTING SHOPS B 52,598 SF EXISTING SHOPS C 21,906 SF SHOPS E 31,236 SF M4A 30,393 SF 4E 17,630 SF (E) LOAD175'-0"42'-634"190'-218"52'-0"STAIR TO ROOF ELECT.SWITCHGEAR 19'-8"34'-4"26'-8"EXIST. SHAFTS, TYP. EXIST. SHAFTS, TYP. EXIST. SHAFTS, TYP.106'-0"19'-112"21'-0116"(E)STAIR 313'-7" OPEN TOBELOW ELEV ELEV 44'-4"26'-0" DN DN ELEV 246'-11916" FIRE RISER NEW SHAFT NEW SHAFT M4C/D 35,000 SF SECOND (46,898 SF TO REMAIN VACANT) M4C/D 35,000 SF SECOND (46,898 SF TO REMAIN VACANT) M1 60,878 SF SECOND SECOND FLOOR PLAN M3 TARGET 123,735 SF M4B 38,515 SF DISCLAIMER: This exhibit is for reference only and is nota representation as to size, dimension, or location of anytenant in the shopping center. All building, improvements,their occupants, and their uses as shown on this plan aresubject to modification at the landlord's discretion. NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.07.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC 0 PROPOSED OVERALL SITE PLANOPTION S10A Scale : 1" = 100'-0" 50'100'200' A-2 N PROJECT SCOPE PROJECT SCOPE PROJECT SCOPE 9'-0"18'-0" 25'-0" 12'-0"7'-9"30'-8" 65'-0"115'-5"115'-5"9'-0"18'-0"14'-0"17'-0"30'-0"9'-0"18'-0"25'-0"31'-9" 9'-0"18'-0"12'-8"14'-0"34'-1" 66'-0"65'-2"63'-8"66'-0"NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.07.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC 0 ENLARGED PPSD. SITE PLANSOPTION S10A Scale : 1" = 20'-0" 20'40'80' A-3 N PAD F ENLARGED SITE PLAN NPAD H & I ENLARGED SITE PLAN PROPOSED PAD H 4,299 SF PROPOSED PAD I 4,200 SF PROPOSED PAD F 7,500 SF 90 STALLS 124 STALLS NEW TRASH ENCLOSURE EXISTING PARKING TO REMAIN EXISTING ENTRY DRIVE(8) NEW STALLS S. 320TH STREET EXISTING DRIVE EXISTING DRIVE NEW TRASH ENCLOSURE (10) NEW STALLS EXISTING PARKING TO REMAINPATIO (18) NEW STALLS NEW TRASH ENCLOSURE OUTDOOR SEATING AREA PATIO PATIO EXISTING ENTRY DRIVEEXISTING ENTRY DRIVE TENANT 4E17,655 SF S. 320TH STREET M6 DICK'S 45,000 SF M3 TARGET 123,735 SF PE 5,200 SF PD 7,500 SF PC 6,100 SF PB 4,600 SF PA 4,500 SF NOT A PART M5 KOHL'S 59,791 SF (E) SHOPS F 4,395 SF EXISTINGDETENTIONAREAS. 320TH STREET PACIFIC HWY. SOUTHS. 324TH STREET 23RD AVENUE SOUTHENCLOSED MALL M5 KOHL'S 59,791 SF M3 TARGET 123,735 SF (E) SHOPS D 2,645 SF EXISTING DETENTION AREA (E) LOADING (E) LOADING (E) LOADINGOVERHEAD POWER LINE EASEMENT M1 MACY'S 80,381 SF GROUND (E) LOADING EXISTING SHOPS C 21,906 SF SHOPS E 58,737 SF M2 CENTURY THEATRES 61,121 SF EXISTING SHOPS A 27,818 SF S. 320TH STREET EXISTINGBANK PARCELNOT A PART M4A 30,393 SF M4B 38,515 SF 4E 17,630 SF (N) LOAD SHOPS B1 23,013 SF PAD I 4,200 SF OUTDOOR PLAZA SHOPS B2 22,270 SF TEMP. CONSTRUCTION EASEMENT VAN VAN VAN VA N VAN S1 (E) LOAD NEW PAD F 7,500 SF PAD H 4,299 SF NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.13.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC PAD FEXISTING SITE PHOTOS A-4 KEY MAP TENANT 4E17,655 SF S. 320TH STREET M6 DICK'S 45,000 SF M3 TARGET 123,735 SF PE 5,200 SF PD 7,500 SF PC 6,100 SF PB 4,600 SF PA 4,500 SF NOT A PART M5 KOHL'S 59,791 SF (E) SHOPS F 4,395 SF EXISTINGDETENTIONAREAS. 320TH STREET PACIFIC HWY. SOUTHS. 324TH STREET 23RD AVENUE SOUTHENCLOSED MALL M5 KOHL'S 59,791 SF M3 TARGET 123,735 SF (E) SHOPS D 2,645 SF EXISTING DETENTION AREA (E) LOADING (E) LOADING (E) LOADINGOVERHEAD POWER LINE EASEMENT M1 MACY'S 80,381 SF GROUND (E) LOADING EXISTING SHOPS C 21,906 SF SHOPS E 58,737 SF M2 CENTURY THEATRES 61,121 SF EXISTING SHOPS A 27,818 SF S. 320TH STREET EXISTINGBANK PARCELNOT A PART M4A 30,393 SF M4B 38,515 SF 4E 17,630 SF (N) LOAD SHOPS B1 23,013 SF PAD I 4,200 SF OUTDOOR PLAZA SHOPS B2 22,270 SF TEMP. CONSTRUCTION EASEMENT VAN VAN VAN VA N VAN S1 (E) LOAD NEW PAD F 7,500 SF PAD H 4,299 SF NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.13.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC PAD HEXISTING SITE PHOTOS A-8 KEY MAP PACIFIC HIGHWAY SOUTH 34'-1" LANDSCAPE LANDSCAPE18'-0"10'-0"EXISTINGPYLON SIGN SUITE 11,436 SF SUITE 21,303 SF SUITE 31,433 SF PATIO800 SF 1 32 A B C 66'-0"65'-2"16'-3"7'-6"COL.COL.SIDEWALK24'-0"20'-0"22'-0" PROPERTY LINE 12'-8" ELEC RM.±86 SFASR±41 SF 13'-6"NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.13.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC 0 PAD HFLOOR PLAN (4,299 SF) Scale : 1/8" = 1'-0" 4'8'16'NA-9 TENANT 4E17,655 SF S. 320TH STREET M6 DICK'S 45,000 SF M3 TARGET 123,735 SF PE 5,200 SF PD 7,500 SF PC 6,100 SF PB 4,600 SF PA 4,500 SF NOT A PART M5 KOHL'S 59,791 SF (E) SHOPS F 4,395 SF EXISTINGDETENTIONAREAS. 320TH STREET PACIFIC HWY. SOUTHS. 324TH STREET 23RD AVENUE SOUTHENCLOSED MALL M5 KOHL'S 59,791 SF M3 TARGET 123,735 SF (E) SHOPS D 2,645 SF EXISTING DETENTION AREA (E) LOADING (E) LOADING (E) LOADINGOVERHEAD POWER LINE EASEMENT M1 MACY'S 80,381 SF GROUND (E) LOADING EXISTING SHOPS C 21,906 SF SHOPS E 58,737 SF M2 CENTURY THEATRES 61,121 SF EXISTING SHOPS A 27,818 SF S. 320TH STREET EXISTINGBANK PARCELNOT A PART M4A 30,393 SF M4B 38,515 SF 4E 17,630 SF (N) LOAD SHOPS B1 23,013 SF PAD I 4,200 SF OUTDOOR PLAZA SHOPS B2 22,270 SF TEMP. CONSTRUCTION EASEMENT VAN VAN VAN VA N VAN S1 (E) LOAD NEW PAD F 7,500 SF PAD H 4,299 SF NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.13.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC PAD IEXISTING SITE PHOTOS A-12 KEY MAP PACIFIC HIGHWAY SOUTHSUITE 11,528 SFSUITE 21,273 SFSUITE 31,273 SF LANDSCAPE LANDSCAPE 132A B C 66'-0"63'-8"30'-2"14'-0"COL.COL.COL.COL.22'-0"20'-0"24'-0" TE PATIO730 SF18'-6"10'-0" ELEC RM.±86 SFASR±39 SF 16'-6"7'-9"NOTE: This information is conceptual in nature and is subject to adjustmentspending further verification and Client, Tenant, and Governmental Agencyapprovals. No warranties or guaranties of any kind are given or implied bythe Architect. DATE:MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.0110.13.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC 0 PAD IFLOOR PLAN (4,200 SF) Scale : 1/8" = 1'-0" 4'8'16' A-13 N NORTH 0 20 40 1"=20'-0"SCALE PROJECT SITE S. 320TH ST. S. 324TH ST. S. 336TH ST. CELEBRATION PARK NORTH LAKE STEEL LAKE INTERSTATE 5PACIFIC HIGHWAY1ST AVENUE S.MIL ITARY ROAD S .STATE R O UTE 18 S. 312TH ST. VICINITY MAP 1.CORNER VISION ALONG STREET FRONTAGES, WITHIN 30 FEET OF A DRIVEWAY, ALLEY, OR STREET INTERSECTION, NO SHRUBS SHALL BE HIGHER THAN 30 INCHES AND NO TREES SHALL HAVE BRANCHES OR FOLIAGE BELOW EIGHT (8) FEET ABOVE STREET LEVEL. 2.RIGHT-OF-WAY LANDSCAPING IN ADDITION TO ALL OTHER LANDSCAPING REQUIREMENTS,THE UNUSED RIGHT-OF-WAY BETWEEN THE FRONT OF PROPERTY LINE(S) AND THE IMPROVED ROADWAY IS TO REMAIN AND BE PROTECTED IN PLACE. LANDSCAPING WITHIN THE RIGHT-OF-WAY SHALL SATISFY THE CORNER VISION AND SAFETY FEATURE PROVISIONS (SEE NOTE 'A'). TREES SHOULD BE PLACED ON PRIVATE PROPERTY WHENEVER POSSIBLE. MAINTENANCE OF LANDSCAPING IN THE RIGHT-OF-WAY SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ADJACENT TO THE RIGHT-OF-WAY. 3.IRRIGATION/WATERING SYSTEM AN IRRIGATION SYSTEM, OR ALTERNATIVE WATERING SYSTEM, SHALL BE REQUIRED. THE APPLICANT SHALL CONTACT THE PUBLIC UTILITY DISTRICT OR APPLICABLE WATER PURVEYOR TO DETERMINE IF ANY BACKFLOW PREVENTION DEVICE IS NECESSARY; IF SO, SUCH A DEVICE WILL BE INSTALLED AS REQUIRED. IRRIGATION MAY BE PROVIDE FROM SHALLOW WELLS TAPPING GROUND WATER SOURCES. 4.MAINTENANCE ALL LANDSCAPING AND SCREENING AREAS SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION. BROKEN, DEAD OR DYING TREES, SHRUBS, OR OTHER PLANTS SHALL BE REPLACED. ALL LANDSCAPING AND SCREENING SHALL BE KEPT REASONABLY FREE OF WEEDS AND TRASH. PLANTING LEGEND PROPOSED LANDSCAPE PLANTING: PARKING ISLAND SPECIES SUCH AS (TYPE IV LANDSCAPE): BOTANICAL NAME COMMON NAME SIZE SPACING CALAMAGROSTIS 'KARL FOERSTER'FEATHER REED GRASS 1 GAL 36'' o.c. CAREX 'EVERILLO'CAREX 1 GAL 18'' o.c. CEANOTHUS AMERICANUS NEW JERSEY TEA 5 GAL 36'' o.c. PHYSOCARPUS OPULIFOLIUS 'MONLO'DIABLO NINEBARK 5 GAL 48'' o.c. VIBURNUM DAVIDII DAVID VIBURNUM 15 GAL 60'' o.c. DROUGHT TOLERANT SPECIES (TYPE III LANDSCAPE @ 25% OF REQUIRED PLANTING AREA): BOTANICAL NAME COMMON NAME SIZE SPACING ARONIA MELANOCARPA 'MORTON'IROQUOIS BEAUTY BLACK CHOKEBERRY 5 GAL 48'' o.c. JUNIPERUS X PFITZERIANA 'DAUB'S FROSTED''DAUB'S FROSTED' JUNIPER 1 GAL 36'' o.c. SCIZACHYRIUM SCOPARIUM 'THE BLUES''THE BLUES' LITTLE BLUESTEM 1 GAL 24'' o.c. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 30'' o.c. YUCCA FILAMENTOSA 'COLOR GUARD'COLOR GUARD YUCCA 1 GAL 48'' o.c. DROUGHT TOLERANT LANDSCAPE AREA = 4,403 SF TOTAL PLANTING AREA = 14,947 SF GENERAL STANDARDS 1 BUILDING PERIMETER SPECIES SUCH AS (TYPE III LANDSCAPE): BOTANICAL NAME COMMON NAME SIZE SPACING AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'SERVICEBERRY 15 GAL 12' o.c. ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'MASSACHUSETTS KINNIKINNICK 5 GAL 30'' o.c. CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL 18'' o.c. COTONEASTER DAMMERI 'CORAL BEAUTY'BEARBERRY COTONEASTER 5 GAL 48'' o.c. FORSYTHIA X INTERMEDIA 'LYNWOOD VARIETY'BORDER FORSYTHIA 5 GAL 48'' o.c. MISCANTHUS SINENSIS 'VARIEGATUS'VARIEGATED MAIDEN GRASS 1 GAL 48'' o.c. PANICUM VIRGATUM 'NORTHWIND'SWITCH GRASS 1 GAL 30'' o.c. RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC 5 GAL 72'' o.c. SPIRAEA BETULIFOLIA 'TOR'BIRCHLEAF SPIREA 5 GAL 36'' o.c. TAXUS X MEDIA 'DARK GREEN SPREADER'DARK GREEN SPREADER YEW 5 GAL 72'' o.c. OUTDOOR FACILITY SCREENING SPECIES SUCH AS (TYPE III LANDSCAPE): BOTANICAL NAME COMMON NAME SIZE SPACING CLEMATIS LIGUSTICIFOLIA WESTERN WHITE CLEMATIS 5 GAL 24'' o.c. LONICERA CILIOSA ORANGE HONEYSUCKLE 5 GAL 24'' o.c. PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 24'' o.c. OUTDOOR SEATING AREA = 29% OF TOTAL PLANTING AREA PAD F NEW PAD F (7,500 SF) S. 320TH STREET OUTDOOR SEATING AREA 2 3 LEGEND LANDSCAPE CALCULATIONS SITE AREA: 1.07 AC TOTAL PLANTING AREA: 14,947 SF ANNUAL LANDSCAPE WATER USAGE PARKING LOT ISLAND AND LANDSCAPE CALCULATIONS 274 SF 123 SF 684 SF / 8 PARKING STALLS = 86 SF PER STALL PAD F 287 SF 286 SF 344 SF 833 SF / 18 PARKING STALLS = 46 SF PER STALL PAD H 152 SF 51 SF 118 SF 21 SF 676 SF / 10 PARKING STALLS = 68 SF PER STALL PAD I 537 SF 1 2 3 HARDSCAPE LEGEND TYPE 1: NATURAL GRAY CONCRETE, SANDBLAST FINISH TYPE 2: ENHANCED INTEGRAL COLOR CONCRETE PAVING, SANDBLAST FINISH TYPE 3: STAMPED COLORED ASPHALT TOTAL PLANTING AREA: 14,947 SF TOTAL TREE COUNT (EXISTING TO REMAIN AND PROPOSED): 22 TOTAL ANNUAL WATER USAGE OF LANDSCAPE AREAS: 170,492 GALLONS/YR 4 5 6 7 LIMIT OF WORK LINE 8 9 10 KEY MAP PAD F PAD H PAD I NOTE: PER FEDERAL COMMONS MUNICIPAL CODE 19.125.070 PARKING LOT LANDSCAPING, LANDSCAPE AREA SHALL BE PROVIDED AT THE FOLLOWING RATE WITHIN PAVED AREAS: i) COMMERCIAL, INDUSTRIAL, AND INSTITUTIONAL DEVELOPMENTS SHALL PROVIDE THE FOLLOWING: A.TWENTY SQUARE FEET PER PARKING STALL WHEN UP TO 49 PARKING STALLS ARE PROVIDED; AND B.TWENTY-TWO SQUARE FEET PER PARKING STALL WHEN 50 OR MORE PARKING STALLS ARE BEING PROVIDED. PROPOSED TREE PLANTING: PARKING LOT TREE DECIDUOUS TREE - 10' HEIGHT BALL & BURLAP (SHALL COMPLY WITH THE ADOPTED FEDERAL WAY TREE PLAN) ACCENT TREE DECIDUOUS TREE (SHALL COMPLY WITH THE ADOPTED FEDERAL WAY TREE PLAN) PRELIMINARY TREE REMOVAL / REPLACEMENT PLAN: EXISTING TREES TO REMAIN: 5 TYPE: QUERCUS RUBRA - NORTHERN RED OAK SIZE: 6'' CALIPER TYPE:PINUS RESINOSA - RED PINE SIZE:8'' CALIPER EXISTING TREES TO BE REMOVED: 18 TYPE: QUERCUS RUBRA - NORTHERN RED OAK SIZE: 8''-12'' CALIPER TYPE:PINUS RESINOSA - RED PINE SIZE: 8'' CALIPER TYPE:PYRUS CALLERYANA TYPF:4'' CALIPER TEMPORARY BIKE PARKING PER SECTION 23.54.015 PERMANENT BIKE PARKING PER SECTION 23.54.015 6 NORTH 0 20 40 1"=20'-0"SCALE OUTDOOR SEATING AREA NEW PAD H (4,299 SF) NEW PAD I (4,200 SF) PACIFIC HWY S OUTDOOR SEATING AREA OUTDOOR SEATING AREA PAD H & I PROJECT SITE S. 320TH ST. S. 324TH ST. S. 336TH ST. CELEBRATION PARK NORTH LAKE STEEL LAKE INTERSTATE 5PACIFIC HIGHWAY1ST AVENUE S.MIL ITARY ROAD S .STATE R O UTE 18 S. 312TH ST. VICINITY MAP 1.CORNER VISION ALONG STREET FRONTAGES, WITHIN 30 FEET OF A DRIVEWAY, ALLEY, OR STREET INTERSECTION, NO SHRUBS SHALL BE HIGHER THAN 30 INCHES AND NO TREES SHALL HAVE BRANCHES OR FOLIAGE BELOW EIGHT (8) FEET ABOVE STREET LEVEL. 2.RIGHT-OF-WAY LANDSCAPING IN ADDITION TO ALL OTHER LANDSCAPING REQUIREMENTS,THE UNUSED RIGHT-OF-WAY BETWEEN THE FRONT OF PROPERTY LINE(S) AND THE IMPROVED ROADWAY IS TO REMAIN AND BE PROTECTED IN PLACE. LANDSCAPING WITHIN THE RIGHT-OF-WAY SHALL SATISFY THE CORNER VISION AND SAFETY FEATURE PROVISIONS (SEE NOTE 'A'). TREES SHOULD BE PLACED ON PRIVATE PROPERTY WHENEVER POSSIBLE. MAINTENANCE OF LANDSCAPING IN THE RIGHT-OF-WAY SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ADJACENT TO THE RIGHT-OF-WAY. 3.IRRIGATION/WATERING SYSTEM AN IRRIGATION SYSTEM, OR ALTERNATIVE WATERING SYSTEM, SHALL BE REQUIRED. THE APPLICANT SHALL CONTACT THE PUBLIC UTILITY DISTRICT OR APPLICABLE WATER PURVEYOR TO DETERMINE IF ANY BACKFLOW PREVENTION DEVICE IS NECESSARY; IF SO, SUCH A DEVICE WILL BE INSTALLED AS REQUIRED. IRRIGATION MAY BE PROVIDE FROM SHALLOW WELLS TAPPING GROUND WATER SOURCES. 4.MAINTENANCE ALL LANDSCAPING AND SCREENING AREAS SHALL BE MAINTAINED IN A HEALTHY, GROWING CONDITION. BROKEN, DEAD OR DYING TREES, SHRUBS, OR OTHER PLANTS SHALL BE REPLACED. ALL LANDSCAPING AND SCREENING SHALL BE KEPT REASONABLY FREE OF WEEDS AND TRASH. PLANTING LEGEND PROPOSED TREE PLANTING: PARKING LOT TREE DECIDUOUS TREE - 10' HEIGHT BALL & BURLAP (SHALL COMPLY WITH THE ADOPTED FEDERAL WAY TREE PLAN) ACCENT TREE DECIDUOUS TREE (SHALL COMPLY WITH THE ADOPTED FEDERAL WAY TREE PLAN) PROPOSED LANDSCAPE PLANTING: PARKING ISLAND SPECIES SUCH AS (TYPE IV LANDSCAPE): BOTANICAL NAME COMMON NAME SIZE SPACING CALAMAGROSTIS 'KARL FOERSTER'FEATHER REED GRASS 1 GAL 36'' o.c. CAREX 'EVERILLO'CAREX 1 GAL 18'' o.c. CEANOTHUS AMERICANUS NEW JERSEY TEA 5 GAL 36'' o.c. PHYSOCARPUS OPULIFOLIUS 'MONLO'DIABLO NINEBARK 5 GAL 48'' o.c. VIBURNUM DAVIDII DAVID VIBURNUM 15 GAL 60'' o.c. DROUGHT TOLERANT SPECIES (TYPE III LANDSCAPE @ 25% OF REQUIRED PLANTING AREA): BOTANICAL NAME COMMON NAME SIZE SPACING ARONIA MELANOCARPA 'MORTON'IROQUOIS BEAUTY BLACK CHOKEBERRY 5 GAL 48'' o.c. JUNIPERUS X PFITZERIANA 'DAUB'S FROSTED''DAUB'S FROSTED' JUNIPER 1 GAL 36'' o.c. SCIZACHYRIUM SCOPARIUM 'THE BLUES''THE BLUES' LITTLE BLUESTEM 1 GAL 24'' o.c. SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 1 GAL 30'' o.c. YUCCA FILAMENTOSA 'COLOR GUARD'COLOR GUARD YUCCA 1 GAL 48'' o.c. DROUGHT TOLERANT LANDSCAPE AREA = 4,403 SF TOTAL PLANTING AREA = 14,947 SF GENERAL STANDARDS BUILDING PERIMETER SPECIES SUCH AS (TYPE III LANDSCAPE): BOTANICAL NAME COMMON NAME SIZE SPACING AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'SERVICEBERRY 15 GAL 12' o.c. ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS'MASSACHUSETTS KINNIKINNICK 5 GAL 30'' o.c. CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL 18'' o.c. COTONEASTER DAMMERI 'CORAL BEAUTY'BEARBERRY COTONEASTER 5 GAL 48'' o.c. FORSYTHIA X INTERMEDIA 'LYNWOOD VARIETY'BORDER FORSYTHIA 5 GAL 48'' o.c. MISCANTHUS SINENSIS 'VARIEGATUS'VARIEGATED MAIDEN GRASS 1 GAL 48'' o.c. PANICUM VIRGATUM 'NORTHWIND'SWITCH GRASS 1 GAL 30'' o.c. RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC 5 GAL 72'' o.c. SPIRAEA BETULIFOLIA 'TOR'BIRCHLEAF SPIREA 5 GAL 36'' o.c. TAXUS X MEDIA 'DARK GREEN SPREADER'DARK GREEN SPREADER YEW 5 GAL 72'' o.c. OUTDOOR FACILITY SCREENING SPECIES SUCH AS (TYPE III LANDSCAPE): BOTANICAL NAME COMMON NAME SIZE SPACING CLEMATIS LIGUSTICIFOLIA WESTERN WHITE CLEMATIS 5 GAL 24'' o.c. LONICERA CILIOSA ORANGE HONEYSUCKLE 5 GAL 24'' o.c. PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 24'' o.c.= 29% OF TOTAL PLANTING AREA LEGEND LANDSCAPE CALCULATIONS SITE AREA: 1.07 AC TOTAL PLANTING AREA: 14,947 SF HARDSCAPE LEGEND TYPE 1: NATURAL GRAY CONCRETE, SANDBLAST FINISH TYPE 2: ENHANCED INTEGRAL COLOR CONCRETE PAVING, SANDBLAST FINISH TYPE 3: STAMPED COLORED ASPHALT 5 4 7 8 9 10 PARKING LOT ISLAND AND LANDSCAPE CALCULATIONS 274 SF 123 SF 684 SF / 8 PARKING STALLS = 86 SF PER STALL PAD F 287 SF 286 SF 344 SF 833 SF / 18 PARKING STALLS = 46 SF PER STALL PAD H 152 SF 51 SF 118 SF 21 SF 676 SF / 10 PARKING STALLS = 68 SF PER STALL PAD I 537 SF 1 2 3 4 5 6 7 8 9 10 PRELIMINARY TREE REMOVAL / REPLACEMENT PLAN: EXISTING TREES TO REMAIN: 5 TYPE: QUERCUS RUBRA - NORTHERN RED OAK SIZE: 6'' CALIPER TYPE:PINUS RESINOSA - RED PINE SIZE:8'' CALIPER EXISTING TREES TO BE REMOVED: 18 TYPE: QUERCUS RUBRA - NORTHERN RED OAK SIZE: 8''-12'' CALIPER TYPE:PINUS RESINOSA - RED PINE SIZE: 8'' CALIPER TYPE:PYRUS CALLERYANA TYPF:4'' CALIPER LIMIT OF WORK LINE KEY MAP PAD F PAD H PAD I TEMPORARY BIKE PARKING PER SECTION 23.54.015 TEMPORARY BIKE PARKING PER SECTION 23.54.015 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Pad H 2.4 fc 6.1 fc 0.8 fc 7.6:1 3.0:1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Pad F 2.8 fc 6.4 fc 0.9 fc 7.1:1 3.1:1 Schedule Symbol Label QTY Catalog Number Description LLF Wattage EX1 6 DSX2 LED P3 40K T4M MVOLT HS DSX2 LED P3 40K T4M MVOLT with houseside shield 0.9 217 A 2 DSX2 LED P4 40K T5M MVOLT HS DSX2 LED P4 40K T5M MVOLT with houseside shield 0.9 540 B 9 DSX2 LED P3 40K T4M MVOLT HS DSX2 LED P3 40K T4M MVOLT with houseside shield 0.9 868 C 2 DSX2 LED P3 40K T4M MVOLT HS DSX2 LED P3 40K T4M MVOLT with houseside shield 0.9 434 D 0 MRP LED 42C 530 40K SR5 MVOLT MRP POST TOP LIGHT 42 LEDs 530 mA DRIVE CURRENT 40K COLOR TEMP TYPE 5 DISTRIBUTION 0.9 75 3.7 3.6 3.5 3.3 3.3 3.2 3.2 2.7 2.5 2.2 2.0 4.0 3.7 3.7 3.7 3.6 3.7 3.7 3.2 2.8 2.6 2.2 1.9 1.6 1.4 4.2 4.2 4.2 4.1 4.2 4.4 4.3 3.8 3.2 2.8 2.4 2.0 1.7 1.4 4.3 4.3 4.5 4.5 4.5 5.0 5.2 4.2 3.6 3.0 2.6 2.1 1.7 1.4 4.3 4.2 4.5 4.8 5.1 6.0 6.3 5.1 4.2 3.5 2.9 2.3 2.0 1.7 4.2 4.2 4.5 4.8 5.1 5.9 6.2 5.1 4.2 3.4 2.9 2.4 2.1 1.7 3.8 4.0 4.2 4.3 4.4 5.0 5.1 4.3 3.6 3.1 2.7 2.1 1.8 1.5 3.7 3.8 3.9 4.0 4.1 4.4 4.4 3.8 3.3 2.9 2.5 2.1 1.8 1.5 3.5 3.6 3.6 3.6 3.6 3.8 3.9 3.4 2.9 2.7 2.4 2.1 1.8 1.6 3.3 3.3 3.3 3.3 3.4 3.4 3.5 3.0 2.8 2.5 2.3 2.1 1.8 1.5 3.0 3.1 3.1 3.0 2.9 3.0 3.1 2.6 2.5 2.4 2.2 2.0 1.8 1.5 2.8 2.9 2.9 2.9 2.8 2.9 3.0 2.6 2.4 2.3 2.2 2.0 1.8 1.5 2.6 2.7 2.8 2.7 2.6 2.8 2.9 2.5 2.3 2.3 2.2 2.0 1.7 1.5 2.4 2.5 2.6 2.6 2.5 2.7 2.8 2.5 2.3 2.3 2.1 1.9 1.7 1.4 2.2 2.4 2.5 2.5 2.5 2.7 2.8 2.5 2.3 2.3 2.1 1.9 1.7 1.5 2.1 2.3 2.5 2.5 2.5 2.7 2.9 2.4 2.4 2.3 2.2 1.9 1.7 1.5 2.1 2.3 2.5 2.6 2.8 2.9 3.1 2.7 2.6 2.4 2.2 2.0 1.8 1.5 2.1 2.4 2.6 2.8 3.0 3.2 3.4 3.1 2.7 2.6 2.3 2.1 1.8 1.5 2.1 2.4 2.7 3.0 3.3 3.7 3.9 3.5 3.0 2.7 2.4 2.1 1.8 1.5 2.1 2.5 2.9 3.2 3.5 4.2 4.6 3.8 3.3 2.9 2.6 2.1 1.7 1.5 2.2 2.6 3.1 3.7 4.2 5.2 5.7 4.7 3.9 3.3 2.7 2.2 2.0 1.6 2.4 2.7 3.2 3.8 4.4 5.5 6.0 4.9 4.1 3.4 2.8 2.3 2.0 1.7 2.1 2.5 2.9 3.4 3.7 4.6 4.9 4.1 3.5 2.9 2.6 2.0 1.7 2.1 2.4 2.7 3.0 3.3 3.9 4.0 3.5 3.0 2.6 2.4 2.0 2.1 2.3 2.6 2.7 2.9 3.2 3.4 3.0 2.6 2.5 2.2 1.9 2.0 2.2 2.3 2.5 2.6 2.7 2.9 2.6 2.4 2.2 1.9 1.7 1.8 2.2 2.3 2.4 2.0 2.0 1.9 1.8 1.5 1.7 1.6 1.6 1.6 1.5 1.5 1.6 1.6 1.5 1.5 1.3 1.6 1.6 1.5 1.4 1.5 1.6 1.4 1.3 1.3 1.2 1.1 0.9 0.8 1.9 1.8 1.9 1.8 1.9 2.1 1.8 1.7 1.7 1.5 1.3 1.1 0.9 2.2 2.2 2.2 2.2 2.2 2.6 2.2 2.1 2.0 1.8 1.6 1.4 1.1 2.4 2.5 2.6 2.7 2.7 3.1 2.6 2.5 2.4 2.2 1.9 1.6 1.3 2.6 2.8 3.0 3.1 3.4 3.8 3.4 3.0 2.8 2.4 2.2 1.8 1.4 2.7 2.9 3.2 3.5 4.0 4.6 4.0 3.4 3.1 2.7 2.3 1.9 1.5 2.6 3.0 3.4 3.9 4.4 5.3 4.5 3.8 3.2 2.8 2.3 1.9 1.5 2.6 3.0 3.4 4.2 5.0 6.1 5.1 4.1 3.3 2.8 2.3 2.0 1.5 2.2 2.6 3.1 3.7 4.4 4.8 4.5 3.7 3.1 2.6 2.0 1.7 1.4 1.9 2.3 2.5 2.9 3.3 4.1 3.3 2.8 2.5 2.3 1.7 1.4 1.2 1.8 2.1 2.2 2.3 2.7 3.3 2.7 2.3 2.2 2.0 1.7 1.5 1.2 1.7 1.9 2.0 2.1 2.4 2.9 2.3 2.0 2.0 1.8 1.6 1.4 1.2 1.7 1.9 2.0 1.9 2.1 2.8 2.0 1.9 1.9 1.8 1.6 1.4 1.2 1.7 1.9 2.0 1.9 2.1 2.8 2.0 1.9 1.9 1.8 1.6 1.4 1.2 1.7 1.9 2.0 1.9 2.1 2.8 2.1 1.9 1.9 1.8 1.6 1.4 1.2 1.8 1.9 2.1 2.1 2.5 2.9 2.4 2.1 2.0 1.8 1.6 1.4 1.2 1.9 2.2 2.3 2.4 2.9 3.3 2.8 2.4 2.2 2.0 1.7 1.4 1.1 1.9 2.4 2.7 3.0 3.6 4.0 3.3 3.0 2.5 2.2 1.7 1.4 1.2 2.4 2.9 3.3 4.0 5.0 5.8 4.6 3.7 3.1 2.5 2.1 1.7 1.3 2.6 3.1 3.5 4.3 5.3 6.1 4.9 4.0 3.2 2.7 2.3 1.9 1.5 2.7 3.1 3.4 3.8 4.5 5.1 4.2 3.7 3.1 2.7 2.2 1.9 1.5 2.7 3.1 3.3 3.5 4.0 4.4 3.8 3.3 3.0 2.6 2.2 1.8 1.4 2.7 2.9 3.1 3.3 3.5 3.7 3.3 3.0 2.7 2.4 2.0 1.7 1.4 2.7 2.7 2.9 2.8 2.8 3.1 2.5 2.4 2.3 2.1 1.8 1.5 1.2 2.8 2.9 2.8 2.7 2.8 2.8 2.2 2.2 2.1 1.9 1.6 1.3 1.1 3.6 3.7 3.4 3.0 2.8 2.8 2.4 2.1 2.0 1.7 1.5 1.2 1.0 3.6 3.6 3.3 3.3 3.2 2.9 2.9 2.8 2.5 2.6 2.4 2.2 2.1 1.9 1.7 1.8 1.6 1.5 1.5 1.3 1.2 1.3 1.1 0.9 1.0 0.8 0.7 0.7 0.6 0.5 NOTE: This information is conceptual in nature and is subject to adjustments pending further verification and Client, Tenant, and Governmental Agency approvals. No warranties or guaranties of any kind are given or implied by the Architect. DATE: MCG JOB #: REVISIONSDATE THE COMMONS AT FEDERAL WAY FEDERAL WAY, WASHINGTON20.382.01 10.15.2020 MCG ARCHITECTURE ALL RIGHTS RESERVEDC 0 ENLARGED SITE PLANS PRELIMINARY SITE PHOTOMETRICS Scale : 1" = 20'-0" 10'20'40' EP1.0