The URL can be used to link to this page

21-100325-Civil Plan-01-29-2021-V1ΡΓ∆∆Σ ΝΕ ∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//04 οθδοθδχ αξ Υηβηµησξ Λο 200 \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\Construction Plans\\CV-01.dwg1/28/2021 7:00 AMPlotted:File:Plotted By: Jeff Hiiva223// 7σγ ≅υδ Ρ+ Ρτησδ 1/4 Ε∆Χ∆Θ≅Κ ς≅Ξ+ ς≅ 87//2 Ογνµδ9 ∋142( 727,5002 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 NOT TO SCALE µ NORTH LAKE 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 RDHORIZONTAL CONTROL AND SITE PLANST-01 T.E.S.C. AND GRADING PLANGR-01 - GR-05 οθδοθδχ ενθ 4 ΒΝΜΡΣΘΤΒΣΗΝΜ ΟΚ≅ΜΡ ενθ ςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α! ΡΗΣ∆ Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒ Χ≅Μ≅ ΝΡΣ∆ΜΡΝΜ 7736 ΗΛΟ∆ΘΗ≅Κ ΓΗΦΓς≅Ξ+ ΡΤΗΣ∆ Γ ΧΝςΜ∆Ξ+ Β≅ 8/131 GR-0610 T.E.S.C. AND GRADING NOTES AND DETAILS ΟΘΝΙ∆ΒΣ ΒΝΜΣ≅ΒΣΡ9 {CIVIL ENGINEER }ESM CONSULTING ENGINEERS LAURA BARTENHAGEN, PE, LEED AP 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 { LANDSCAPE ARCHITECT} ESM CONSULTING ENGINEERS LEANNE KUHLMAN 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 {GEOTECHNICAL ENGINEER} GEOENGINEERS STEVE HELVEY 1101 FAWCETT AVE SUITE #200 TACOMA, WA 98402 {ARCHITECT }NELSON MIKE SNYDER 1200 FIFTH AVE SUITE #1300 SEATTLE, WA 98101 (206) 720-7001 {OWNER / AGENT} FEDERAL WAY CAMPUS, LLC DANA OSTENSON 8847 IMPERIAL HIGHWAY SUITE H DOWNEY, CA 90242 (310) 722-8972 {WETLAND CONSULTANTS} TALASAEA ASSOCIATES BILL SHIELS / JENNIFER MARRIOTT 15050 BEAR CREEK RD NE WOODINVILLE, WA 98077 (425) 861-7550 {TRANSPORTATION ENGINEER} TENW JEFF SCHRAMM 816 6TH ST S KIRKLAND, WA 98033 (425) 250-0581 Ργδδσ Ηµχδω DESCRIPTIONDRAWING NO.SHEET NO. EXISTING CONDITIONSEX-01 CV-01 COVER SHEET 2 1 SD-0515 POND PLAN SD-01 - SD-04 PARKING AND STORM DRAINAGE PLAN DT-01 - DT-0317 - 19 LANDSCAPE PLANLA-01 - LA-0524 - 28 Βησξ νε Εδχδθκ ςξ LEGENDLG-013 DETAILS & NOTES LANDSCAPE PLAN DETAILS, LEGEND & NOTESLA-06 - LA-0729 - 30 Know what's below. before you dig.Call R TREE RETENTION PLANTR-0131 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 FR-01 - FR-0420 - 23 FRONTAGE IMPROVEMENT PLANS SD-0616 POND CROSS SECTIONS DESCRIPTIONDRAWING NO.SHEET NO. IRRIGATION PLAN LEGEND, DETAILS & NOTESIR-04 IR-01 - IR-03 IRRIGATION PLAN 4 1 - 3 Ηθθηφσηνµ Οκµρ 01/29/2021 409.80HV105S SS S P P PP 10 8 T x x x xx x xx x T SC.B.C.B. P x x x xx x xx x D S S COSP COSP P P S T T PP S P P T T PP D P IR S T T COS G W G D COS S T PB PB PB PB PB PB PB PB PB PB PB PB PB T PB D D PB PB D PB W D D D D D D D D T S T T S P W W D DGATE µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 40 7/& 16080 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY) MINOR ARTERIAL (PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)(PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−Ρ− 225ΣΓ ΡΣΘ∆∆Σ2/ΣΓ ≅Υ∆ΜΤ∆ Ρ− ΚΝΝΟ ΘΝ≅ Χ (PRIVATE ROAD) ΚΝΝ Ο Θ Ν ≅ Χ (PRIVATE ROAD) 2 2 Θ Χ Ο Κ ≅ Β ∆ Ρ − SECTION 22 SECTION 21 ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− ΕΝΘ∆ΡΣ∆Χ ΑΤΕΕ∆Θ 50.0' FORESTED BUFFER 50.0' FORESTED BUFFER Κ∆Φ∆ΜΧ BOLLARD INFORMATION SIGN S SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN STORM PIPE INLET/OUTLET P GUY ANCHOR POWER POLE T TELEPHONE MANHOLE WATER VALVE LUMINARY WITH ARM GAS MARKER POST LUMINARY GAS VALVE G POWER POLE WITH TRANSFORMER P POWER VAULT TELEPHONE RISER TELEPHONE JUNCTION BOC WATER METER FIRE HYDRANT POWER JUNCTION BOXPB GATE ENDUTILITY VAULT STORM CULVERT SANITARY SEWER MANHOLE COS OVERHEAD POWER LINESUNDERGROUND POWER LINESUNDERGROUND NATURAL GAS LINESUNDERGROUND WATER LINES UNDERGROUND FIBER OPTIC LINES UNDERGROUND TELEPHONE LINES SANITARY SEWER FORCE MAIN IR IRRIGATION CONTROL BOX Α≅ΡΗΡ ΝΕ Α∆≅ΘΗΜΦ (AKA PRIMARY STATE HIGHWAY NO. 2 - PUBLIC RIGHT OF WAY)ΡΣ≅ Σ∆ ΘΝΤ Σ∆ 0 7 TRAIL TRAIL TRAIL TRAIL TRAIL ASPHALT CONCRETE WALK CONCRETE CURB GRAVEL STORAGE AREA ECOLOGYBLOCK WALL GRAVEL ROAD ASPHALT PAVEMENTASPHALT PAVEMENT ASPHALT WALK {\Ff:\r13c4\com\fonts\romans|c0;LOT 1, CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 16-102886-00-SU, RECORDED UNDER RECORDING NUMBER 20170210900007, IN KING COUNTY, WASHINGTON.} Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ WASHINGTON COORDINATE SYSTEM (WCS) - NORTH ZONE (BASED UPON NAD 83\\11) UTILIZING THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN NOVEMBER, 2015. Α≅ΡΗΡ ΝΕ ΓΝΘΗΨΝΜΣ≅Κ Χ≅ΣΤΛ NGVD 29 ELEVATIONS REFERENCED TO CITY OF FEDERAL WAY BENCH MARK NO. 144 TOP OF 2" IRON PIPE INSIDE MONUMENT CASE LOCATED AT THE INTERSECTION OF S 320TH ST AND 32ND AVE S ELEVATION=462.933 NGVD 29 Υ∆ΘΣΗΒ≅Κ Χ≅ΣΤΛ Σ∆ΛΟΝΘ≅ΘΞ Α∆ΜΒΓ Λ≅ΘϑΡ TRAIL BURIED COMMUNICATIONS EASEMENT AND SEWER EASEMENT RECORD NO. 20001214000760 (VACATED RIGHT OF WAY)S. 338TH STREET\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451(VACATED RIGHT OF WAY) 29TH AVENUE S. (VACATED RIGHT OF WAY) 31ST AVENUE S.(VACATED RIGHT OF WAY)S. 340TH STREET\pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451APPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 9201160717(VACATED RIGHT OF WAY) 30TH AVENUE S.15'OWNER: FEDERAL WAY CAMPUS, LLC 8847 IMPERIAL HIGHWAY, SUITE H DOWNEY, CA 90242 APPROXIMATE LOCATION OF15' X 15' TELEPHONE EASEMENTRECORDING NO. 920116071768'23'ASPHALT TELEPHONE EASEMENT RECORDING NO. 5678223 ASPHALT ASPHALTASPHALTPOWER VAULT ASPHALT PAVEMENT CONCRETE WALKCONCRETE CURBINGRESS AND EGRESS EASEMENT OVER EXISTING ROADS RECORDING NO. 2011022300000630'20'TELEPHONE EASEMENT RECORDING NO. 820390510WATER EASEMENT RECODING NO. 6693957WATER EASEMENT RECORDING NO. 6693956(VACATED RIGHT OF WAY) 30TH AVENUE S. GUARD RAIL WIRE FENCE GATE CONCRETE WALK A 44925 T S SGIRE DRETE GNTE FO IHSAW T ON \pxql;VACATED RIGHT OF WAY - {\Fsimplex|c0;SEE KING COUNTY ORDINANCE NO. }00328 (AKA V-1353) DATED FEBRUARY 2, 1970 AND RECORDED UNDER RECORDING NO. 7111090451TRAIL TRAILTRAILAPPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 9201160717\pxt4;PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE NOTE: FORMER EASEMENT PER RECORDING NO. 8010100959 WAS EXTINGUISHED BY RECORDING NO. 1990817001304 ASPHALT ASPHALTASPHALT ASPHALT WIRE FENCE BURIED COMMUNICATIO NS EASEMENT AND SEWER EASEMENT RECORD NO. 15'(VACATED RIGHT OF WAY)S. 342ND STREETDP CATEGORY III 300 SF DQ CATEGORY III 703 SF DR CATEGORY III 3,240 SF DT CATEGORY III 2,430 SF DU CATEGORY III 373 SF (TO BE FILLED OFFSITE) DW CATEGORY III 446 SF (TO BE FILLED OFFSITE) DX CATEGORY III 392 SF (TO BE FILLED OFFSITE) DZ CATEGORY III 59 SF (TO BE FILLED OFFSITE) EB CATEGORY III 1,601 SF (TO BE FILLED) EC CATEGORY III 821 SF ED CATEGORY III 3,234 SF (TO BE FILLED PORTIONS OFFSITE) EE CATEGORY III 1,881 SF (TO BE FILLED) EF CATEGORY III 1,115 SF ς∆ΣΚ≅ΜΧΡ9 Β Ο , 0 Ψ Ν Μ ∆ Θ Ρ , 8 − 5 Ψ Ν Μ ∆ 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\\1886\\001\\016-0011\\plots\\Construction Plans\\EX-01.dwg1/25/2021 12:33 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!EXISTING CONDITIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 EX-01 LGB JJH 01/29/2021 ∆Ω,/0 1 20 \A1;100.0' FORESTED BUFFER GRAVEL PATHAPPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 01/29/2021 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 ≅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 BUILDING 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/ 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\\1886\\001\\016-0011\\plots\\Construction Plans\\LG-01.dwg1/25/2021 12:34 PMPlotted: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 1/4Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!LEGENDWASHINGTONCITY OF FEDERAL WAY1886-001-016 LG-01 LGB JJH 01/29/2021 ΚΦ,/0 2 20 GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB 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 BUILDING SETBACK LINEBSBL APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R 01/29/2021 SGASXFMRPIV P T x x x x x x x xx S x x x x x x x xx D S S COSP COS P S T P S P T P G S PB D PB D T DD AAAAAA AAA AAAAAAAAA AAA AAA AAA AAA AAA AAAAAAAAAAAA AAA AAA AAA AAA AAA AAA E002 E002E002AAAE002 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ 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 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\\1886\\001\\016-0011\\plots\\Construction Plans\\ST-01.dwg1/25/2021 12:36 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!HORIZONTAL CONTROL AND SITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-01 LGB JJH 01/29/2021 ΡΣ,/0 3 20 µ ΡΒ≅Κ∆9 0! < 0 25 4/& 10025 (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ΒΟ,0 ΒΝΘΟΝΘ≅Σ∆ Ο≅Θϑ,0 CITY OF FEDERAL WAY ZONING \A1;10.0' PROPOSED POWER EASEMENT \A1;15.0' STORM DRAINAGE EASEMENT \A1;50.0' FORESTED BUFFER \A1;100.0' FORESTED BUFFER \A1;15.0' UTILITY EASEMENT \A1;EX. 15.0' SANITARY SEWER EASEMENT \A1;R=20' ΝΟ,1 ΨΝΜ∆ APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R PARCEL NO: 614260-0200 ZONING: CP-1 CONSTRUCTION: UNLIMITED USE: WAREHOUSE AND OFFICE PARKING: 245 CAR STALLS (8 ADA ACCESSIBLE), ΡΗΣ∆ Χ≅Σ≅9 PARKING STALLS: 245 STANDARD=8.5'X18' (MIN) AISLE WIDTH: 26' (TYP) ΟΘΝΙ∆ΒΣ ΡΣ≅ΣΗΡΣΗΒΡ9 \A1;26.0' \A1;5.0' CONCRETE SIDEWALK (TYP) \A1;8.5' \A1;18.0' \A1;26.0' \A1;26.0' \A1;26.0' \A1;8.5'\A1;18.0'\A1;8.5' \A1;18.0' \A1;26.0'\A1;R=20'\A1;R=20'\A1;R=20'\A1;R=60'\A1;26.0' \A1;26.0' \A1;26.0' \A1;59.0' \A1;70.0' \A1;8.5' \A1;18.0' \A1;5.0' PEDESTRIAN PATH \A1;8.5' \A1;18.0' \A1;8.5' \A1;18.0' \A1;52.0' \A1;8.5' \A1;18.0' \A1;15.0' \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO STORM DETENTION POND \pxqc;FRONTAGE IMPROVEMENTS COMPLETED UNDER BUILDING A PERMIT NO.20-101386-CO 01/29/2021 G AAA AAA AAAAAAAAA E002E002AAAE002 H=2.8'H=2.2'H=0.9'N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG E NG 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\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-01.dwg1/28/2021 6:51 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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-01 LGB JJH 01/29/2021 ΦΘ,/0 4 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 STRIPPING = 20,000 CY CUT = 33,300 CY FILL = 51,600 CY APPROXIMATE EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY. QUANTITIES ARE "NEAT LINE" YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALCULATE ALL YARDAGE'S FOR BID PURPOSES. 1.0' FT. OF STRIPPING WAS ASSUMED. PERVIOUS AREA=349,533 SF IMPERVIOUS AREA=388,960 SF ΒΝΜΡΣΘΤΒΣΗΝΜ Ρ∆ΠΤ∆ΜΒ∆ 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. 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. %%UNOTES REDTOP BENTGRASS (Agrostis alba) 30%%% PERENNIAL RYEGRASS (Lolium perenne) 20%%% COLONIAL BENTGRASS (Agrostis tenuis) 20%%% RED FESCUE (Festuca rubra) 15%%% APPLICATION RATE: 30 LBS. / ACRE %%UNAME MIXTURE BELOW SPECIFIED AS A RATIO BY WEIGHT: SEED ALL AREAS THAT ARE BARE GROUND AND AT LEAST 18" FROM ANY PLANTED TREE OR SHRUB. FOR HYDROSEED, USE 7-8 LBS. OF SEED MIX PER 1,000 SQUARE FEET, APPROXIMATELY 9-10 LBS. OF 10-20-20 N-P-K FERTILIZER PER 1,000 SQUARE FEET, AND APPROXIMATELY 45-46 LBS. OF WOOD CELLULOSE FIBER MULCH PER 1,000 SQUARE FEET IN ALL AREAS TO BE SEEDED. ADD APPROXIMATELY 1 LB. OF TACKIFIER PER 1,000 SQUARE FEET FOR SLOPES AS NECESSARY. COMMON TIMOTHY (Phleum pratensis) 5%%% COMMON VELVETGRASS (Holcus lanatus) 5%%% ΤΟΚ≅ΜΧ Μ≅ΣΗΥ∆ Ρ∆∆Χ ΛΗΩ Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE SHEET GR-03 FOR CONTINUATION SEE SHEET GR-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002E002AAAE002 \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO 01/29/2021 COS S S PB D AAAAAAAAA AAA AAAH=2.0'H=10.4'H=4.8'H=9.5'H=8.7'H=8.2'H=8.3'H=8.9'H=8.4'N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG E NG 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\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-02.dwg1/28/2021 7:14 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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-02 LGB JJH 01/29/2021 ΦΘ,/1 5 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R ΡΝΗΚΡ Θ∆ΟΝΘΣ ΜΝΣ∆Ρ9 THE FOLLOWING SOILS REPORT NOTES FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS INVESTIGATION: AS PERFORMED BY: GEOENGINEERS, INC 1101 SOUTH FAWCETT AVE, SUITE 200 TACOMA, WA 98402 FILE NUMBER 22247-001-03 DATED: JUNE 21, 2018 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION AS APPLICABLE FOR THE PROJECT. 2. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER. 3. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE SOILS ENGINEER. THE SOILS ENGINEER SHALL BE CONTRACTED DIRECTLY WITH OWNER AND COORDINATE SOILS WORK BETWEEN OWNER AND CONTRACTOR. 4. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: {·}PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH FUTURE BUILDINGS AND PAVEMENT {·}ROCKERIES OVER 4 FEET AND THE ASSOCIATED GEOGRID PLACEMENT, AND CONSTRUCTION {·}ANY SLOPES 3 TO 1 AND STEEPER 5. WHERE NEW STRUCTURAL FILL WILL BE PLACED ON SLOPES STEEPER THAN 5H:1V, THE FILL SHOULD BE KEYED AND BENCHED INTO SUITABLE UNDERLYING NATIVE SOILS PER ∂ ∂ ∂ \A1;5.0' CONCRETE SIDEWALK (TYP.) 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \pxqc;WETLAND DT (CAT. III)SEE SHEET GR-01 FOR CONTINUATIONSEE SHEET GR-04 FOR CONTINUATION ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO 01/29/2021 TTTT AAAAAAAAAAAA AAA AAA E002 H=2.7'H=6.9'H=3.0'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\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-03.dwg1/25/2021 12:58 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-03 LGB JJH 01/29/2021 ΦΘ,/2 6 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE SHEET GR-01 FOR CONTINUATION SEE SHEET GR-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 SEE SHEET GR-05 FOR CONTINUATION 01/29/2021 SSS AAA AAA AAAAAA AAA AAA H=8.3'H=8.6'H=6.0'H=9.6'AAA AAA AAA H=12.7'H=11.5'H=11.5'H=11.1'H=8.9'H=8.2'H=8.5'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 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\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-04.dwg1/26/2021 12:31 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-04 LGB JJH 01/29/2021 ΦΘ,/3 7 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE VIEW AT LEFT FOR CONTINUATION Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ BOTTOM WIDTH BOTTOM LENGTH TOP WIDTH TOP LENGTH SIDE SLOPES OVERFLOW ELEV. TOP RISER PIPE ELEV BOTTOM ELEV 17' 135' 59' 177' 3:1 (TYP.) 388.5 387.5382.5 TOP POND ELEV ORIFICE DIAMETER (IN) RISER SIZE (IN) 389.5 3.58"12" POND DEPTH 7' SURFACE AREA REQUIRED 7,663 SF SURFACE AREA PROVIDED 7,755 SF 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' BOTTOM=382.503:1TOP=389.50 3:1\A1;4.0'\A1;177.0' \A1;135.0' Α Α \A1;17.0' SEE SHEET GR-02 FOR CONTINUATION SEE VIEW AT RIGHT FOR CONTINUATION SEE SHEET GR-03 FOR CONTINUATION≅ ≅ \A1;59.0' \A1;177.0' 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α \A1;59.0' \A1;4.0'\A1;4.0'3:1BOTTOM=382.50 TOP=389.50 ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 LENGTH TO WIDTH 3:1 SPILLWAY WIDTH 6' 01/29/2021 C.B.P P P P AAAAAA AAAµ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 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\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-05.dwg1/25/2021 2:01 PMPlotted: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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!T.E.S.C. AND GRADING PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-05 LGB JJH 01/29/2021 ΦΘ,/4 8 20SEE SHEET GR-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;6.0' BENCH \A1;100.0' FORESTED BUFFER \A1;15.0' GRAVEL ACCESS ROAD \A1;6.0' BENCH ≅ ≅ \A1;15.0' ACCESS ROAD ΑΑ APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 SEE SHEET GR-03 FOR CONTINUATION Β Β 01/29/2021 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 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "B"GR-06 10 31 ROCK-LINED CONSTRUCTION ENTRANCE DETAIL EROSION/SEDIMENTATION CONTROL NOTES: INLET PROTECTION DETAIL INTERCEPTOR SWALE w/ ROCK CHECK DAM WET SEASON SPECIAL PROVISIONS A A B B SEDIMENT POND OUTFALL ROCK LINED RIP-RAP PAD DETAIL TYPICAL ORANGE FABRIC FENCE DETAIL GENERAL NOTES ” Know what's below. before you dig.Call R 01/29/2021 PIV G AAA AAA AAAAAAAAA E002E002AAAE002 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\\1886\\001\\016-0011\\plots\\Construction Plans\\SD-01.dwg1/25/2021 1:35 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-01 LGB JJH 01/29/2021 ΡΧ,/0 00 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE SHEET SD-03 FOR CONTINUATION SEE SHEET SD-02 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB \A1;8.5' (TYP) \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' SLOPE TO ROAD DRAINAGE SYSTEM PLAN VIEW OF ROOF NTS TRENCH X-SECTION NTS \A1;24" MIN \A1;18" \A1;6" ΘΝΝΕΣΝΟ Ο∆ΘΕΝΘ≅Σ∆Χ ΟΗΟ∆ ΒΝΜΜ∆ΒΣΗΝΜ NOT TO SCALE 01/29/2021 COS S S PB D AAAAAAAAA AAA AAA 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\\1886\\001\\016-0011\\plots\\Construction Plans\\SD-02.dwg1/25/2021 1:46 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-02 LGB JJH 01/29/2021 ΡΧ,/1 01 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R \A1;5.0' CONCRETE SIDEWALK (TYP.) 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \pxqc;WETLAND DT (CAT. III)SEE SHEET SD-01 FOR CONTINUATIONSEE SHEET SD-04 FOR CONTINUATION ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB \A1;8.5' (TYP) \A1;18.0'\A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' \A1;18.0' 01/29/2021 TTTT AAAAAAAAAAAA AAA AAA E002 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\\1886\\001\\016-0011\\plots\\Construction Plans\\SD-03.dwg1/25/2021 1:50 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-03 LGB JJH 01/29/2021 ΡΧ,/2 02 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE SHEET SD-01 FOR CONTINUATION SEE SHEET SD-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB \A1;26.0' \A1;26.0' \A1;8.5' (TYP) \A1;18.0' \A1;18.0'\A1;18.0' \A1;18.0'\A1;18.0' \A1;26.0' \A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0'\A1;18.0' \A1;18.0' SEE SHEET SD-05 FOR CONTINUATION 01/29/2021 SSS AAA AAA AAAAAA AAA AAA AAA AAA AAA 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 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\\1886\\001\\016-0011\\plots\\Construction Plans\\SD-04.dwg1/27/2021 10:48 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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-04 LGB JJH 01/29/2021 ΡΧ,/3 03 20 APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ 104+615 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ \A1;5.0' CONCRETE SIDEWALK (TYP.) SEE VIEW AT LEFT FOR CONTINUATION SEE SHEET SD-02 FOR CONTINUATION SEE VIEW AT RIGHT FOR CONTINUATION SEE SHEET SD-03 FOR CONTINUATIONϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE S.D.C.O. INVERTS ELEVATIONS WITH BUILDING MECHANICAL CONTRACTOR. ϑ∆Ξ ΜΝΣ∆Ρ - CEMENT CONCRETE SIDEWALK W/ INTEGRAL CURB - EXTRUDED CEMENT CONC. OR ASPHALT CURB - PAVEMENT SECTION - CONCRETE, HEAVY LOAD AREA - CEMENT CONCRETE SIDEWALK - CEMENT CONCRETE CURB \A1;8.5' (TYP) \A1;18.0' \A1;18.0' \A1;26.0' \A1;18.0' \A1;18.0' \A1;18.0' 01/29/2021 C.B.P P P P AAAAAA AAAΒ,Β µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG EN G 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\\1886\\001\\016-0011\\plots\\Construction Plans\\SD-05.dwg1/28/2021 5:00 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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-05 LGB JJH 01/29/2021 ΡΧ,/4 04 20SEE SHEET SD-04 FOR CONTINUATIONΚΝΝΟ ΘΝ≅Χ(PRIVATE ROAD)\A1;6.0' BENCH \A1;100.0' FORESTED BUFFER \A1;15.0' GRAVEL ACCESS ROAD \A1;6.0' BENCH Β Β \A1;15.0' ACCESS ROAD ΑΑ APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 SEE SHEET SD-03 FOR CONTINUATION ≅ ≅ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Β,Β 01/29/2021 ΟΝΜΧ ≅,≅ ΟΝΜΧ Α,Α N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG EN G 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\\1886\\001\\016-0011\\plots\\Construction Plans\\SD-06.dwg1/28/2021 3:02 PMPlotted: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 Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!POND CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-06 LGB JJH 01/29/2021 ΡΧ,/5 05 20 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' STORM POND 2:1100 YEAR 2:1\A1;6' BERM \A1;15' ACCESS ROAD DETENTION REQUIRED: 224,000 (CF) DETENTION PROVIDED: 395,600 (CF) \A1;1' SEDIMENT STORAGE 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' \A1;15' ACCESS ROAD \A1;6' BERM STORM POND BOTTOM=373.44 \A1;1' SEDIMENT STORAGE 2:12:12:1100 YEAR EL. = 383.0 EXISTING GROUND 2' TOP OF POND EMBANKMENT FRONT VIEW 3 1 1 3 SYNTHETIC INDUSTRIES 451 SIDE VIEW GEOTEXTILE FABRIC OR EQUIVALENT PER PLAN SPILLWAY OVERFLOW ELEVATION NOT TO SCALE EL. = 384.0 FLOW DIRECTION PER W.S.D.O.T. STD. SPEC. 9-27.3 GABION CRIBBING COMPACT TILL APPROACH \A1;LSD=7.5' EMERGENCY OVERFLOW ELEVATION \A1;LSD=7.5' EMERGENCY OVERFLOW ELEVATION I.E.=374.44\A1;1.5'OVERFLOW EL.=382.00\A1;1/4" SCALE: 1"=2' EL=382.00 EL=383.00 BOTTOM=373.44 EL=382.00 EL=383.00 EL=384.00 EL=374.44 EL=374.44 \A1;2' MIN2'MINAPPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ ≅,≅ ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Α,Α ΟΝΜΧ ΥΝΚΤΛ∆Ρ9 ≅ΘΛΝΘ∆Χ ∆Λ∆ΘΦ∆ΜΒΞ ΡΟΗΚΚς≅Ξ Χ∆Σ≅ΗΚ ∆Ω ΒΑ ∀2 ΕΚΝς ΒΝΜΣΘΝΚ ΡΣΘΤΒΣΤΘ∆ CONCRETE NOTE: GATES SHALL BE PAINTED BLACK ALL POSTS, CROSS BAR, AND TOP CAP MIN 3' CORNER OR GATE POST * MIN. 2' TYP. POST COATING (BLACK) STEEL FABRIC W/BONDED VINYL NO. 11 GAUGE GALVANIZED *2' OR 3'FENCE POST GALVANIZED STEEL CROSS BAR NOT TO SCALE 6' ΒΓ≅ΗΜΚΗΜϑ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ I.E.=374.44\A1;1.5'OVERFLOW EL.=382.00 \A1;0.25" SCALE: 1"=2'\A1;2' MIN2'MINΒΑ ∀34 ΕΚΝς ΒΝΜΣΘΝΚ ΡΣΘΤΒΣΤΘ∆ 1.25" 1.873"379.64 2.716"379.04 2.266" 01/29/2021 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 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "B"DT-01 17 31 CEMENT CONCRETE SIDEWALK WITH INTEGRAL CURB PARKING & DRIVE AISLE SECTION Know what's below. before you dig.Call R DRAINAGE NOTES 01/29/2021 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 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "B"DT-02 18 31 Know what's below. before you dig.Call R 01/29/2021 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 205A PORTION OF SECTION 21, T.21 N., R. 4 E., W.M.FEDERAL WAY CAMPUS, LLCWOODBRIDGE BUILDING "B"DT-03 19 31 DEBRIS CAGE DETAIL PLAN VIEW 6"Ø (S.D.) CLEANOUTSCALE: 1"=10' (TYPE "G" STREET)WEYERHAEUSER WAY S SECTION E-E STANDARD-DUTY ACP - AUTOMOBLIE DRIVEWAYS AND PARKING AREAS HEAVY-DUTY ACP - AREAS SUBJECT TO TRUCK TRAFFIC PCC PAVEMENT - AREAS SUBJECT TO HEAVY TRUCK TRAFFIC HEAVY DUTY PORTLAND CEMENT CONCRETE PAVEMENT SECTION HEAVY DUTY CEMENT CONCRETE IN PAVEMENT AREA Know what's below. before you dig.Call R 01/29/2021 S P µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG E NG 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\\1886\\001\\016-0011\\plots\\Construction Plans\\FR-01.dwg1/28/2021 2:01 PMPlotted: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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-01 LGB JJH 01/29/2021 ΕΘ,/0 1/20 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− BLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SΑΤΗΚΧΗΜΦ !Α!ΑΤΗΚΧΗΜΦ !≅!MATCHLINE STA. 29+20SEE SHEET FR-02µ APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R \A1;8' SIDEWALK (TYP) \A1;6' LANDSCAPING (TYP) \A1;4.9' CURB RAMP #1 SPOT ELEVATION CHART POINT ELEVATION A 385.41 (@ FL) B 385.93 (@ FL) C 385.86 D 386.02 CURB RAMP DETAIL #1 SCALE: 1"=5' A \A1;8'\A1;6'\A1;8' B C D \A1;8'\A1;8'\A1;6'A B C D CURB RAMP #2 SPOT ELEVATION CHART POINT ELEVATION A 385.74 (@ FL) B 385.34 (@ FL) C 385.95 D 385.79 CURB RAMP DETAIL #2 SCALE: 1"=5'*6.5%2% 7.5% 2.7%*5%7.5% 2% 3.5% 01/29/2021 P P P 10 8 T µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG E NG 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\\1886\\001\\016-0011\\plots\\Construction Plans\\FR-02.dwg1/28/2021 2:11 PMPlotted: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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-02 LGB JJH 01/29/2021 ΕΘ,/1 10 20 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− BLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SΑΤΗΚΧΗΜΦ !≅!MATCHLINE STA. 29+20SEE SHEET FR-01MATCHLINE STA. 34+80SEE SHEET FR-03µ \A1;50' FORESTED BUFFER APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R \A1;140'CURB RAMP #3 SPOT ELEVATION CHART POINT ELEVATION A 387.39 (@ FL) B 387.54 (@ FL) C 387.61 (@ FL) D 387.76 (@ FL) E 387.89 F 388.26 G 388.01 H 387.99 I 388.06 J 388.38 K 388.17 L 388.15 M 388.22 N 388.54 CURB RAMP DETAIL #3 SCALE: 1"=5' A \A1;4.8'\A1;8' SIDEWALK (TYP)\A1;8'\A1;8'\A1;6' \A1;8' B C D E F G H I J K L M N *1.9%*1.8%*1.9% 8.1%4.4% 2%2%7.5%7.5%1.8% 2%2% 4%0.3% 1.8%4%0.3% 2%2% 01/29/2021 Y I E L DY I E L DY I E L DY I E L DµΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG EN G 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\\1886\\001\\016-0011\\plots\\Construction Plans\\FR-03.dwg1/28/2021 2:31 PMPlotted: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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-03 LGB JJH 01/29/2021 ΕΘ,/2 11 20 (PUBLIC RIGHT OF WAY)ς∆Ξ∆Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ− BLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY S(PUBLIC RIGHT OF WAY)22ΘΧ ΟΚ≅Β∆ ΡΑΤΗΚΧΗΜΦ !≅! MATCHLINE STA. 34+80 SEE SHEET FR-02 MATCHLINE STA.39+80SEE SHEET FR-04µ \A1;50' FORESTED BUFFER APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R\A1;90.5'01/29/2021 µΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E R ED SG EN G 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\\1886\\001\\016-0011\\plots\\Construction Plans\\FR-04.dwg1/28/2021 2:37 PMPlotted: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 1/4≅ ΟΝΘΣΗΝΜ ΝΕ Ρ∆ΒΣΗΝΜ 10+ Σ−10 Μ−+ Θ− 3 ∆−+ ς−Λ−Ε∆Χ∆Θ≅Κ ς≅Ξ Β≅ΛΟΤΡ+ ΚΚΒςΝΝΧΑΘΗΧΦ∆ ΑΤΗΚΧΗΜΦ !Α!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-04 LGB JJH 01/29/2021 ΕΘ,/3 12 20 (PUBLIC RIGHT OF WAY) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−ΚΝΝΟ ΘΝ≅ΧBLDG A BLDG B ϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SMATCHLINESTA. 39+80SEE SHEETµ \A1;50' FORESTED BUFFER APPROVED DATE PERMIT NO. xx-xxxxxx-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 Know what's below. before you dig.Call R CURB RAMP #4 SPOT ELEVATION CHART POINT ELEVATION A 406.80 (@ FL) B 407.03 (@ FL) C 406.63 D 407.04 E 407.14 F 407.42 G 406.79 H 407.20 I 407.30 J 407.58 A CURB RAMP DETAIL #4 SCALE: 1"=5' B C D E F G H I J \A1;86.16'CURB RAMP #5 SPOT ELEVATION CHART POINT ELEVATION A 405.10 (@ FL) B 405.27 (@ FL) C 405.02 D 405.28 E 405.38 F 405.59 G 405.18 H 405.44 I 405.54 J 405.75 CURB RAMP DETAIL #5 SCALE: 1"=5'\A1;6'\A1;5'\A1;6'\A1;8' \A1;6'\A1;5'\A1;5'\A1;6' \A1;8'\A1;6'\A1;5'\A1;6'A B C D E F J I H G CURB RAMP DETAIL #6 SCALE: 1"=5'\A1;5'\A1;6'\A1;8' \A1;6' A \A1;5'B D C G H I J F E 4.6% 3.4% 2% 4%1.8%2% 2% 2% 2% 6.8% 6.8% 2% 4.7% 4.7% 2%1.8%3% 2% 2% 2% 4.3% 4.3% 3.5% 3.5% CURB RAMP #6 SPOT ELEVATION CHART POINT ELEVATION A 415.41 (@ FL) B 415.51 (@ FL) C 415.69 D 415.53 E 415.63 F 416.08 G 415.85 H 415.69 I 415.79 J 416.24 2% 2% 2% 2% 2% 2% 2% 3.7% 2.4% 2%7.5%4.1%2% OFFSET ELEV.----BCR 1/2 ECR 3/41/4STATION =L=R= ΒΤΘΑ Ε Σ≅ΑΚ∆Κ1 43+56.32 33.00' LT 415.27 415.64 415.42 415.75 43+32.89 68.55' LT 415.70 52.04'30.00'99%%D23'26" 1 MEDIAN CUT-THROUGH DETAIL SCALE: 1"=5' \A1;12' \A1;12' *4.7%4.5%1% 01/29/2021 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä %106174+06'48#. Know what's R 01/29/2021 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä %106174+06'48#. Know what's R 01/29/2021 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä %106174+06'48#. Know what's R – – 01/29/2021 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä %106174+06'48#. Know what's R 01/29/2021 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä Know what's R 01/29/2021 (GFGTCN9C[9#VJ#XG55WKVG('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä Know what's R 01/29/2021 (GFGTCN9C[9#VJ#XG55WKVG('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$.#Ä .#4)'0#6+8'64''5Know what's R 01/29/2021 %106174+06'48#.(GFGTCN9C[9#VJ#XG55WKVG#2146+101(5'%6+10604'9/('&'4#.9#;%#/275..%911&$4+&)'$7+.&+0)$64Ä Know what's R 01/29/2021