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21-100325-CO-Building B Civil Plans-07-08-2022-V2ΡΓ∆∆Σ ΝΕ ∆ΡΛ ΙΝΑ ΜΝ− 0775,//0,/05,//00 οθδοθδχ αξ Υηβηµησξ Λο 200 \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\Construction Plans\\CV-01.dwg7/8/2022 9:11 AMPlotted:File:Plotted By: Greg Fedore223// 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 NGTO N T E RED 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 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. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. \pxqj;NORTH LAKE ADD TO EAST TACOMA LOT 7 FEDERAL WAY BLA #17-100484-SU REC #20171103900001 SD BLA BEING POR S 1/2 OF SE 1/4 16-21-4 & POR NW 1/4 & NE 1/4 & SE 1/4 & SW 1/4 21-21-4 & LOTS 1 THRU 8 BK 18 NORTH LAKE ADD TO EAST TACOMA & LOTS 8 & 10 THRU 15 & POR LOT 9 LOUISE'S NORTH LAKE TRACTS TGW RDS ADJ Κ∆Φ≅Κ Χ∆ΡΒΘΗΟΣΗΝΜ ΒΗΣΞ ΟΤΑΚΗΒ ςΝΘϑΡ Χ∆Ο≅ΘΣΛ∆ΜΣ DESCRIPTIONDRAWING NO.SHEET NO. COVER SHEETWA-01 SITE WATER PLAN VIEWWA-02 1 2 DESCRIPTIONDRAWING NO.SHEET NO. SANITARY SEWER PLAN VIEW SS-01 SANITARY SEWER PROFILE VIEW SS-02 1 2 Κϕδγυδµ Τσηκησξ Χηρσθηβσ , ςσδθ Κϕδγυδµ Τσηκησξ Χηρσθηβσ , Ρδϖδθ SITE WATER PLAN VIEWWA-033 SS-033 SITE WATER PLAN VIEWWA-044 SANITARY SEWER COVER SHEET SITE WATER PLAN VIEWWA-055 THE FOLLOWING MEASURES SHALL BE IMPLEMENTED DURING PROJECT CONSTRUCTION WITH QUARTERLY REPORTS SUBMITTED BY THE APPLICANT TO THE CITY DOCUMENTING COMPLIANCE STARTING FROM THE ISSUANCE OF THE BUILDING PERMIT AND CONCLUDING AT ISSUANCE OF THE CERTIFICATE OF OCCUPANCY: a)USE ONLY EQUIPMENT AND TRUCKS THAT ARE MAINTAINED IN OPTIMAL OPERATIONAL CONDITION. b)REQUIRE ALL OFF ROAD EQUIPMENT TO BE RETROFIT WITH EMISSION REDUCTION EQUIPMENT (I.E., REQUIRE PARTICIPATION IN PUGET SOUND REGION DIESEL SOLUTIONS BY PROJECT SPONSORS AND CONTRACTORS), INCLUDING PARTICULATE MATTER TRAPS AND OXIDATION CATALYSTS TO REDUCE MSATS. c)USE BIODIESEL OR OTHER LOWER-EMISSION FUELS FOR VEHICLES AND EQUIPMENT. THIS SHALL BE VERIFIED DURING CONSTRUCTION AND AT TIME OF FINAL BUILDING INSPECTION PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. d)USE CARPOOLING OR OTHER TRIP REDUCTION STRATEGIES FOR CONSTRUCTION WORKERS WHEN POSSIBLE. e)STAGE CONSTRUCTION TO MINIMIZE OVERALL TRANSPORTATION SYSTEM CONGESTION AND DELAYS TO REDUCE REGIONAL EMISSIONS OF POLLUTANTS DURING CONSTRUCTION. f)IMPLEMENT RESTRICTIONS ON CONSTRUCTION TRUCK IDLING (E.G., LIMIT IDLING TO A MAXIMUM OF FIVE MINUTES). g)LOCATE CONSTRUCTION EQUIPMENT AWAY FROM SENSITIVE RECEPTORS SUCH AS FRESH AIR INTAKES TO BUILDINGS, AIR CONDITIONERS, AND SENSITIVE POPULATIONS. h)LOCATE CONSTRUCTION STAGING ZONES WHERE DIESEL EMISSIONS WON'T BE NOTICEABLE TO THE PUBLIC, OR NEAR SENSITIVE POPULATIONS SUCH AS THE ELDERLY AND THE YOUNG. i)SPRAY EXPOSED SOIL WITH WATER OR OTHER SUPPRESSANT TO REDUCE EMISSIONS OF PM10 AND DEPOSITION OF PARTICULATE MATTER. j)PAVE OR USE GRAVEL ON STAGING AREAS AND ROADS THAT WOULD BE EXPOSED FOR LONG PERIODS. k)COVER ALL TRUCKS TRANSPORTING MATERIALS, WET MATERIALS IN TRUCKS, OR PROVIDE ADEQUATE FREEBOARD (SPACE FROM THE TOP OF THE MATERIAL TO THE TOP OF THE TRUCK BED), TO REDUCE PM10 EMISSIONS AND DEPOSITION DURING TRANSPORT. l)PROVIDE WHEEL WASHERS TO REMOVE PARTICULATE MATTER THAT WOULD OTHERWISE BE CARRIED OFF SITE BY VEHICLES TO DECREASE DEPOSITION OF PARTICULATE MATTER ON AREA ROADWAYS. m)REMOVE PARTICULATE MATTER DEPOSITED ON PAVED, PUBLIC ROADS, SIDEWALKS, AND BICYCLE AND PEDESTRIAN PATHS TO REDUCE MUD AND DUST; SWEEP AND WASH STREETS CONTINUOUSLY TO REDUCE EMISSIONS. n)COVER DIRT, GRAVEL, AND DEBRIS PILES AS NEEDED TO REDUCE DUST AND WIND-BLOWN DEBRIS. o)ROUTE AND SCHEDULE CONSTRUCTION TRUCKS TO REDUCE DELAYS TO TRAFFIC DURING PEAK TRAVEL TIMES TO REDUCE AIR QUALITY IMPACTS CAUSED BY A REDUCTION IN TRAFFIC SPEEDS. (SEPA MITIGATION MEASURES.) Γ∆≅ΘΗΜΦ ∆Ω≅ΛΗΜ∆Θ ΒΝΜΧΗΣΗΝΜΡ ΝΕ ≅ΟΟΘΝΥ≅Κ ΗΣ∆Λ 15 , ≅ΒΣΗΝΜΡ ≅ΜΧ Θ∆ΟΝΘΣΗΜΦ ΧΤΘΗΜΦ ΒΝΜΡΣΘΤΒΣΗΝΜ Φ∆Μ∆Θ≅Κ ΜΝΣ∆Ρ 1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11.VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8{”} CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY. 17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ” 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 {SURVEYOR} ESM CONSULTING ENGINEERS ZACK LENNON 33400 8TH AVE S SUITE #205 FEDERAL WAY, WA 98003 (253) 838-6113 {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 {GEOTECHNICAL ENGINEER} GEOENGINEERS STEVE HELVEY 1101 FAWCETT AVE SUITE #200 TACOMA, WA 98402 ΡΗΣ∆ ≅ΧΧΘ∆ΡΡ 07/08/2022 409.80HV105S SS D P P PP 10 8 T x x x xx x xx x TC.B.P x x x xx x xx x D S COSP COSP P P S T T PP P P T T PP D P IR S T T COS G W G D COS D S T PB PB PB PB PB PB PB PB PB PB PB PB PB T PB D D PB D PB D PB W D D D D D D D D T T T S P W W D S SGATE Δ Δ 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 \pxqj;NORTH LAKE ADD TO EAST TACOMA LOT 7 FEDERAL WAY BLA #17-100484-SU REC #20171103900001 SD BLA BEING POR S 1/2 OF SE 1/4 16-21-4 & POR NW 1/4 & NE 1/4 & SE 1/4 & SW 1/4 21-21-4 & LOTS 1 THRU 8 BK 18 NORTH LAKE ADD TO EAST TACOMA & LOTS 8 & 10 THRU 15 & POR LOT 9 LOUISE'S NORTH LAKE TRACTS TGW RDS ADJ 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 APPROXIMATE LOCATIONOF TELEPHONE EASEMENT RECORDINGNO. 920116071715'OWNER: FEDERAL WAY CAMPUS, LLC 8847 IMPERIAL HIGHWAY, SUITE H DOWNEY, CA 90242 APPROXIMATE LOCATION OF15' X 15' TELEPHONE EASEMENT RECORDINGNO. 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. 6693956GUARD RAIL WIRE FENCE GATE CONCRETE WALK A 44925 T S SGIRE DRETE GNTE FO IHSAW T ON TRAIL 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 WIRE FENCE BURIED COMMUNICATIO NS EASEMENT AND SEWER EASEMENT RECORD NO. 15' DP CATEGORY III 300 SF DQ CATEGORY III 703 SF DR CATEGORY III 3,240 SF EB CATEGORY III 1,601 SF (TO BE FILLED) ED CATEGORY III 3,234 SF (TO BE FILLED PORTIONS OFFSITE) EE CATEGORY III 1,881 SF (TO BE FILLED) 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.dwg6/17/2022 11:27 AMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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 06/10/2022 ∆Ω,/0 1 20 \A1;100.0' FORESTED BUFFER GRAVEL PATHAPPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R PARCEL #6142600005 PARCEL #6142600200 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 BW BACK OF WALK OHW ORDINARY HIGH WATER TOP/TOE OF SLOPE STREAM WITH BUFFERWETLAND WITH BUFFER STORM DRAIN PIPE N.G.P.E. FENCE INSIDE DIAMETER INVERT ELEVATION INCHES LENGTH POUNDS LINEAL FEET MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT MISCELLANEOUS NORTH NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER POINT OF INTERSECTION POWER POLE POINT OF VERTICAL INTERSECTION POLYETHYLENE PERFORATED POLYVINYL CHLORIDE PAVEMENT POINT OF VERTICAL TANGENCY POINT OF CURVATURE POINT OF TANGENCY QUANTITY RETAINING RAILROAD RADIUS REDUCER REINFORCED REQUIRED RIGHT OF WAY SOUTH SCHEDULE SQUARE FEET SHEET SPECIFICATIONS SQUARE STATION STANDARD TOP OF CURB TELEPHONE THREADED THROUGH TYPICAL VERTICAL WEST WITH WITHOUT FL FLANGE AVENUE ASBESTOS CEMENT PIPE ADJACENT ALUMINUM AMERICAN NATIONAL STANDARDS INSTITUTE ANGLE POINT ASPHALT AMERICAN SOCIETY OF TESTING AND MATERIALS ASSEMBLY BLIND FLANGE BUILDING BLOCK BLOW OFF BEGIN VERTICAL CURVE CENTER CATCH BASIN CAST IRON CENTERLINE CLEAR CORRUGATED METAL PIPE CLEANOUT CONCRETE CONDUIT CONNECTION CONTRACTOR CONTINUED CUBIC YARDS CLASS CUBIC FEET CUBIC FEET PER SECOND DEGREE OF CURVATURE DUCTILE IRON DIAMETER DEPARTMENT OF TRANSPORTATION DIMENSION DRAWINGS DRAIN EDGE OF PAVEMENT EAST ELEVATION ELEVATION ELECTRICAL END VERTICAL CURVE EXISTING FIGURE FINISHED FLOWLINE FEET FORCE MAIN GAUGE GALVANIZED GALVANIZED IRON GATE VALVE W/O W/ W VERT TYP THRU THRD TEL TC STD STA SQ SPECS SHT SF SCH S R/W REQ REINF RED R RR RET QTY PT PC PVT PVMT PVC PERF PE PVI PP PI OD OC NTS NO N MISC MJ MIN MH MFR MAX LF LB IE ID GV GI GALV GA FM FT FIN FIG EXIST EVC ELEC EL ELEV E EOP D DWGS DIM DOT DIA/%%C DI DC CFS CF CL CY CONT CONTR CONN C CONC CO CMP CLR CI CB CTR BVC BO BLK BLDG BF ASSY ASTM ASPH AP ANSI ALUM ADJ AC AVE ≅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.dwg6/17/2022 11:29 AMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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 06/10/2022 ΚΦ,/0 2 20 GRADE BREAKRIDGE LINE\pxt1;GB \pxt1;GB N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H BUILDING SETBACK LINEBSBL APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 S D GAS XFMRC C PIVP T x x x x x x x xx x x x x x x x xx D S COSP COS P S T P P T P G S PB PB T SAAAAAA AAA AAAAAAAAA AAA AAA AAA AAA AAA AAAAAAAAAAAA AAA AAA AAA AAA AAA AAA E002 E002E002E002 S 103+/4/ 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 RED 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\\ST-01.dwg7/6/2022 10:53 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!HORIZONTAL CONTROL AND SITE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 ST-01 LGB JJH 06/10/2022 ΡΣ,/0 3 20 µ ΡΒ≅Κ∆9 0! < 0 25 4/& 10025 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;EX. 15.0' SANITARY SEWER EASEMENT \A1;R=20' ΝΟ,1 ΨΝΜ∆ APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R PARCEL NO: 614260-0200 ZONING: CP-1 CONSTRUCTION: UNLIMITED USE: WAREHOUSE AND OFFICE PARKING: 243 CAR STALLS (8 ADA ACCESSIBLE), ΡΗΣ∆ Χ≅Σ≅9 PARKING STALLS: 243 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;60' \A1;70' \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 \A1;R=60' \A1;R=34'\A1;R=20'\A1;R=20'\A1;R=20'\A1;R=60'\A1;R=15'\A1;R=41'\A1;R=20' \A1;R=5' \A1;R=5' \A1;R=80' \A1;R=5'\A1;R=5'\A1;R=34'\A1;R=60'\A1;R=60'NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY(LOCAL STREET)ΚΝΝΟ ΘΝ≅ΧΡΣ≅Σ ∆ Θ Ν ΤΣ ∆ 07 \A1;R=5' \A1;R=5' \A1;R=5' \A1;22.1' \A1;84.0' \A1;30.0'\A1;26.0'(PUBLIC RIGHT OF WAY)(MINOR ARTERIAL)(INTERSTATE) SEE SHEET DT-01 FOR ROAD SECTION DETAILS. ΜΝΣ∆9 07/08/2022 G AAA AAA AAAAAAAAA E002E002E002 H=2.8'H=2.2'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-01.dwg7/6/2022 10:58 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 06/10/2022 ΦΘ,/0 4 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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 SWALE. 8.CONSTRUCT SEDIMENT POND. 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 103+/4/ 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 E002E002 E002AAAE002 µ \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO SCALE: 1"=10' Χ∆Σ≅ΗΚ ≅ NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. \A1;7.0' \A1;6.0' 07/08/2022 COS S D S PBAAA AAAAAA AAA AAAH=2.0'H=10.5'H=8.8'H=9.0'H=8.2'H=8.3'H=8.9'H=11.1'H=5.2'H=8.9'N ETRAB .G A RU A 40111ANO R WFOE A SH NGTON T E RED 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-02.dwg7/6/2022 11:03 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 1/4≅ 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 06/10/2022 ΦΘ,/1 5 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 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) 103+/4/ 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 µ \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO SCALE: 1"=10' Χ∆Σ≅ΗΚ Χ SCALE: 1"=10' Χ∆Σ≅ΗΚ Α SCALE: 1"=10' Χ∆Σ≅ΗΚ Β Know what's below. before you dig.Call R NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 TTTT AAAAAAAAAAAA AAA AAA E002 H=3.0'H=6.9'H=2.7'AAA N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E RED 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.dwg7/6/2022 11:06 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 1/4≅ 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 06/10/2022 ΦΘ,/2 6 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 103+/4/ 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 SCALE AAA AAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 µ SEE SHEET GR-05 FOR CONTINUATION SCALE: 1"=10' Χ∆Σ≅ΗΚ ∆ NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. Know what's below. before you dig.Call R Φ∆Μ∆Θ≅Κ ΜΝΣ∆Ρ 1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO PRE-CONSTRUCTION MEETING. 2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE MOST RECENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 3.THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 4.APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 5.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 6.A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7.ON-SITE CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWRC (SECTION 19.105.040); NORMALLY THIS IS 7:00 A.M. TO 8:00 P.M., MONDAY THROUGH FRIDAY, AND 9:00 A.M. TO 8:00 P.M. ON SATURDAYS. 8.RIGHT-OF-WAY CONSTRUCTION IS ALLOWED 8:30 A.M. TO 3:00 P.M. MONDAY THROUGH FRIDAY. WRITTEN AUTHORIZATION TO WORK OUTSIDE OF THESE HOURS MUST BE GRANTED BY THE PUBLIC WORKS DIRECTOR. 9.IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 10.FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 11.VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12.GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 13.ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED 5/8{”} CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH WIDTH IS 18 INCHES OR LESS, AND IS WITHIN THE TRAVELED WAY, TRENCH WILL BE BACKFILLED WITH CONTROL DENSITY FILL (SELF-COMPACTED FLOWABLE FILL) AS DEFINED BY WSDOT 2-09.3(1)E. THE AGGREGATE WILL BE 3/8-INCH MINUS. 14.ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 15.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B) 3. 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY. 17.CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 18.ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ” \A1;6.0' \A1;7.0' 07/08/2022 S AAA AAA AAAAAA AAA AAA H=8.2'H=8.5'H=8.1'H=12.6'H=13.1'H=13.4'H=12.9'H=6.0'H=9.3'AAA AAA H=13.3'H=10.6'H=8.9'H=7.8'H=12.7'H=13.6'H=13.5'H=10.6'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-04.dwg7/6/2022 11:12 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 1/4≅ 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 06/10/2022 ΦΘ,/3 7 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 103−/4/ ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ 103−/4/ 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 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' BOTTOM=380.503:1TOP=387.50 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' 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=380.50 TOP=387.50 ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 µ 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) 386.5 385.5380.5 TOP POND ELEV ORIFICE DIAMETER (IN) RISER SIZE (IN) 387.5 3.58"12"POND DEPTH 7' SURFACE AREA REQUIRED 7,663 SF SURFACE AREA PROVIDED 7,755 SF LENGTH TO WIDTH 3:1 SPILLWAY WIDTH 6' NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. Know what's below. before you dig.Call R 07/08/2022 C.B.P P P P AAAAAA AAA\pxqc;H=1.0'\pxqc;H=2.1'\pxqc;H=1.5'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 NGTO N 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\\GR-05.dwg7/6/2022 11:18 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-05 LGB JJH 06/10/2022 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;12.0' ACCESS ROAD ≅ ≅ \A1;15.0' ACCESS ROAD ΑΑ APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS ϑ∆Ξ Λ≅Ο NOT TO SCALE AAA AAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 µ SEE SHEET GR-03 FOR CONTINUATION Β Β NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. Know what's below. before you dig.Call R 07/08/2022 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\Construction Plans\\GR-06.dwg6/13/2022 7:04 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 NOTES AND DETAILSWASHINGTONCITY OF FEDERAL WAY1886-001-016 GR-06 LGB JJH 06/10/2022 ΦΘ,/5 0/20 NOT TO SCALE ΘΝΒϑ,ΚΗΜ∆Χ ΒΝΜΡΣΘΤΒΣΗΝΜ ∆ΜΣΘ≅ΜΒ∆ Χ∆Σ≅ΗΚ R = 25' MIN. (OPTIONAL) 8" THICK MIN. 4" - 8" QUARRY SPALLS 100' (MIN.) EXISTING ROADWAY 20' MIN.(22' - 24' TYP.) WITH SEDIMENT RUNOFF WATER CATCH BASIN W/GRATE OVERFLOW FILTER FABRIC GEOTEXTILE MATERIAL FILTERED WATER NOT TO SCALE ΗΜΚ∆Σ ΟΘΝΣ∆ΒΣΗΝΜ Χ∆Σ≅ΗΚ 0.5' MIN. 1 3"1' FREEBOARD MIN.SWALE FLOW LINE KEY ROCK INTOSWALE 3" MIN. * DEPENDING ON SOIL CONDITIONS VARIES * VARIES *2' MIN.B 2 1 2 2 1 A ELEVATION 1 2 2" TO 4" QUARRY SPALLS 3" MIN. SPACING BETWEEN CHECK DAMS: L = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL %%uROCK CHECK DAM X-SECTION %%UINTERCEPTOR SWALE X-SECTION & ROCK CHECK DAM ΗΜΣ∆ΘΒ∆ΟΣΝΘ Ρς≅Κ∆ ϖ. ΘΝΒϑ ΒΓ∆Βϑ Χ≅Λ 3' MIN. NOTE: IF THE IDS OR SCC DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THEM SHALL BE INCREASED. SEE GR-01 FOR INFLOW SILT FENCE OR EQUIVALENT DIVIDER KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES POND LENGTH SHALL BE 3 TO 4 TIMES THE MAXIMUM POND WIDTH POND DIMENSIONS POND PLAN VIEW ≅ ≅ Α Α RISER PIPE, SEE DETAIL ABOVE VARIES \A1;6'W.S. ELEV. TOP ELEV. BOTTOM ELEV. 3:1 3:1 3:13:1SEE SEDIMENT POND TABLE ON SHEET GR-01 FOR ELEVATIONS\A1;6'ANTI-SEEP COLLARS WEIGHTED BASE TO PREVENT FLOATATION 3.58" DEWATERING OUTLET 12" CORRUGATED METAL RISER PIPE, OPEN AT TOP (PRINCIPAL SPILLWAY) PROVIDE A REBAR TRASH RACK WIRE BACKED SILT FENCE, STAKED HAYBALES, WRAPPED WITH FILTER FABRIC, OR EQUIVALENT APPROVED EQUAL. 6' MIN. 12" %%C S.D. 3:1 1' FREEBOARD 3 1 MIN. 2' SETTLING DEPTH SEDIMENT STORAGE 1.5' MAXIMUM DEPTH 6"%%C DEWATERING DEVICE (SEE RISER DETAIL) GEOTECHNICAL ENGINEERS RECOMENDATIONS. ALL BERMS SHALL BE CONSTRUCTED PER DISCHARGE PER PLAN CROSS SECTION A-A CROSS SECTION B-B EMBANKMENT COMPACTED TO 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. DISCHARGE PER PLAN RISER DETAIL COUPLING MAY BE USED TO PREVENT FLOTATION ALTERNATIVELY, METAL STAKES AND WIRECONC. BASE 6" MIN. TACK WELD WATERTIGHT WITH ASTM F667 AND AASHTO M294. ORIFICE. TUBING SHALL COMPLY POLYETHYLENE PERFORATED DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING STRAPPING METAL RISER PIPE CORRUGATED OPEN TOP PROVIDE ADEQUATE DIAMETER PER PLANS. WRAP W/ FILTER FABRIC FULL LENGTH.3.58"%%C DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MINIMUM. EMERGENCY OVERFLOW SPILLWAY W/ RIP-RAP PAD NOT TO SCALE Ρ∆ΧΗΛ∆ΜΣ ΟΝΜΧ RIP-RAP PAD=12' MIN. ROCK LINING=8' MIN. STEEL POSTS) OF FILL SLOPES WITH (4' MAX AT BOTTOM12" MIN.2' MIN.6' MAX.IN 4"x4" TRENCH BURY BOTTOM OF FILTER MATERIAL USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. FABRIC TO POSTS. STANDARD FILTER FABRIC MATERIAL FLOW 2' MIN.NOT TO SCALE ΣΞΟΗΒ≅Κ ΝΘ≅ΜΦ∆ Ε≅ΑΘΗΒ Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. SEDIMENT TRAP OR POND. 5. 3. 4. 2. 1.12" MIN.8" 4" 2" BY 2" BY 14 GA. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED. FABRIC TO BE .02 PERMITTIVITY. 2" BY 4" WOOD POSTS, STEEL FENCE POSTS, REBAR OR EQUIVALENT .02 PERMITTIVITY FABRIC OR EQUIV. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL (ONLY ADJACENT TO CRITICAL AREAS) ORANGE FILTER FABRIC MATERIAL APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R NOT TO SCALE ςΓ∆∆Κ ς≅ΡΓ Χ∆Σ≅ΗΚ NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 8' - 10' 4' Σ∆ΛΟΝΘ≅ΘΞ Μ−Φ−Ο−∆− Ε∆ΜΒ∆ Χ∆Σ≅ΗΚ NOT TO SCALE GALVANIZED WIRE TENSAR GS-1 SAFETY FENCE OR EQUAL STEEL FENCE POST OR 2' x 2' WOODEN POST ∆ΘΝΡΗΝΜ.Ρ∆ΧΗΛ∆ΜΣ≅ΣΗΝΜ ΒΝΜΣΘΝΚ ΜΝΣ∆Ρ9 ς∆Σ Ρ∆≅ΡΝΜ ΡΟ∆ΒΗ≅Κ ΟΘΝΥΗΡΗΝΜΡ 1.APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3.THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4.THE ESC FACILITIES SHOWN ON THESE PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7.ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH TH APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10.AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11.STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12.WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION 2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL {NOT} BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14.WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16.MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF FWRC. 07/08/2022 G AAA AAA AAAAAAAAA E002E002E002 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\\SD-01.dwg7/6/2022 11:22 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!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-01 LGB JJH 06/10/2022 ΡΧ,/0 00 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 103+/4/ 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 µ ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. CONTRACTOR TO COORDINATE SDCO 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 \A1;8.5' \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY 07/08/2022 PIVCOS S D S PBAAA AAAAAA AAA AAA PIVN 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.dwg7/6/2022 11:25 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!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-02 LGB JJH 06/10/2022 ΡΧ,/1 01 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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) 103+/4/ 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 AAAAAAAAAAAAAAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 µ ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. CONTRACTOR TO COORDINATE SDCO 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' \pxqc;BUILDING A COMPLETED UNDER PERMIT NO.20-101386-CO (PUBLIC RIGHT OF WAY)ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 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.dwg7/6/2022 11:30 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!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-03 LGB JJH 06/10/2022 ΡΧ,/2 02 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 103+/4/ 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 AAAAAAAAAAAAAAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 µ ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. CONTRACTOR TO COORDINATE SDCO 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 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. \A1;0.5' MIN \A1;0.5' MIN 07/08/2022 S AAA AAA AAAAAA AAA AAA AAA AAA 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\\SD-04.dwg7/6/2022 11:34 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!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-04 LGB JJH 06/10/2022 ΡΧ,/3 03 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS µ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 Know what's below. before you dig.Call R 103+/4/ ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω− ΕΕ Υ≅ΘΗ∆Ρ < 282−// , 285−3/ 103+/4/ 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 µ ΜΝΣ∆Ρ 1. SEE SHEET DT-01 THRU DT-03 FOR DETAILS. 2. COORDINATE SDCO 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' NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY 07/08/2022 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 NGTO N 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.dwg7/6/2022 11:39 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!PARKING AND STORM DRAINAGE PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-05 LGB JJH 06/10/2022 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;12.0' ACCESS ROAD Β Β \A1;15.0' ACCESS ROAD ΑΑ APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R ϑ∆Ξ Λ≅Ο NOT TO SCALEAAAAAAAAA AAAAAA AAAAAAAAAAAA AAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAA E002E002 E002AAAE002 µ SEE SHEET SD-03 FOR CONTINUATION ≅ ≅ 1"= 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' ΟΝΜΧ ΒΘΝΡΡ Ρ∆ΒΣΗΝΜ Β,Β ΜΝΣ∆Ρ \pxsm2;1. SEE SHEET SD-06 FOR POND STATISTICS NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 ΟΝΜΧ ≅,≅ ΟΝΜΧ Α,Α 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-06.dwg6/7/2022 7:29 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!POND CROSS SECTIONSWASHINGTONCITY OF FEDERAL WAY1886-001-016 SD-06 LGB JJH 06/10/2022 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: 413,100 (CF) DETENTION PROVIDED: 442,438 (CF) \A1;1' SEDIMENT STORAGE 1"=ΡΒ≅Κ∆9 HORIZ. VERT. 20' 5' \A1;15' ACCESS ROAD 519 LF 6' WIDE BERM 1' TO 5.7' ABOVE EX GROUND STORM POND BOTTOM=373.442:12:12:1100 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=7.56' EMERGENCY OVERFLOW ELEVATION \A1;LSD=7.56' EMERGENCY OVERFLOW ELEVATION EL=382.00 EL=383.00 BOTTOM=373.44 EL=382.00 EL=383.00 EL=384.00 EL=374.44 EL=374.44 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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 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∆ \A1;1' SEDIMENT STORAGE NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. ΧΘ≅ΗΜ≅Φ∆ ΜΝΣ∆Ρ 1.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-08.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3.STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4.IF PVC IS USED AS STORM DRAIN MATERIAL THEN A PVC ADAPTER IS REQUIRED AT CATCH BASINS AND STORM DRAINAGE MANHOLES. PROVIDE 3' MINIMUM COVER OVER PVC PIPE. 5.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 6.ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 4-2, 4-3, 4-4, 4-5, 4-8 OR 4-10. 7.ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. 8.ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 7-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 9.LOTS NOT APPROVED FOR INFILTRATION SHALL BE PROVIDED WITH DRAINAGE OUTLETS (STUB-OUTS). STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT HIGH, 2 X 4 STAKE MARKED "STORM". THE STUBOUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE. C.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.03 AND, IF NONMETALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (I.E. POWER, GAS, TELEPHONE, TELEVISION). F.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G.THE CITY DOES NOT ALLOW TAP-IN OR CUT-IN TEES ON MAINS FOR INDIVIDUAL LOT DRAINAGE. 07/08/2022 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 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS \A1;PER PLAN 5'-6" MIN. \A1;1/2" \A1;9"\A1;9"\A1;6" MIN. \A1;1" MIN.\A1;4" MIN.. 4"MIN. (TYP.) 6" MIN. AT DRIVEWAYS 1/2" MAX. AT BLDG. DOORS. NOTE: CONC. SURFACING FINISH AND/OR PATTERN PER LANDSCAPE PLANS NOT TO SCALE Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ ΡΗΧ∆ς≅Κϑ ςΗΣΓ ΗΜΣ∆ΦΘ≅Κ ΒΤΘΑ \A1;18' PARKING STALL \A1;26' DRIVE AISLE \A1;18' PARKING STALL SCALE: 1"=5' Ο≅ΘϑΗΜΦ % ΧΘΗΥ∆ ≅ΗΡΚ∆ Ρ∆ΒΣΗΝΜ 2% VARIES 2% Know what's below. before you dig.Call R \A1;PER PLAN (10' TYP) 2% {NOTES: }1.CEMENT CONCRETE SHALL BE CLASS 4,000 PSI. 2.COMPACTION FOR CONCRETE WALKS TO BE 95% MAXIMUM DENSITY. 3.EXPANSION JOINTS CONSISTING OF 3/8" BY 6" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 15 FOOT INTERVALS, OR AS DIRECTED BY THE ARCHITECTURAL PLANS. {1/4" EDGE GROOVE SHALL BE PROVIDED AT JOINT EDGES. 4.SEE ARCHITECTURAL PLANS FOR JOINT PATTERNS.} NOT TO SCALE Γ∆≅ΥΞ ΧΤΣΞ Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ ΗΜ Ο≅Υ∆Λ∆ΜΣ ≅Θ∆≅ 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\\DT-01.dwg6/6/2022 12:32 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!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-01 LGB JJH 06/10/2022 ΧΣ,/0 06 20 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 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\\DT-02.dwg6/6/2022 1:54 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!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-02 LGB JJH 06/10/2022 ΧΣ,/1 07 20 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 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R AND BELOW FINISH GRADE NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE 6"%%c S.D. TO SURFACE LENGTH AS REQUIRED 6"%%c 45%%d ELBOW END PLUG 6"%%c 45%%d WYE 6"%%c S.D. LENGTH AS REQ'D. 5!⋅ ∋Ρ−Χ−( ΒΚ∆≅ΜΝΤΣ NOT TO SCALE FLUSH WITH GRADE 6"%%c CAP EXISTING OR PROPOSED GRADE 6"%%c S.D. VERIFY SLOPE WITH PLANS AND INVERTS ΡΒ≅Κ∆9 0!<0/& ∋ΣΞΟ∆ !Φ! ΡΣΘ∆∆Σ(\A1;8'\A1;33'\A1;5.5' EXISTING ASPHALT ROADWAY VARIES ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ Ρ∆ΒΣΗΝΜ ∆,∆ 2% NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. 07/08/2022 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\\DT-03.dwg6/6/2022 2:02 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!DETAILS AND NOTESWASHINGTONCITY OF FEDERAL WAY1886-001-016 DT-03 LGB JJH 06/10/2022 ΧΣ,/2 08 20 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 ΡΣ≅ΜΧ≅ΘΧ,ΧΤΣΞ ≅ΒΟ , ≅ΤΣΝΛΝΑΚΗ∆ ΧΘΗΥ∆ς≅ΞΡ ≅ΜΧ Ο≅ΘϑΗΜΦ ≅Θ∆≅Ρ Γ∆≅ΥΞ,ΧΤΣΞ ≅ΒΟ , ≅Θ∆≅Ρ ΡΤΑΙ∆ΒΣ ΣΝ ΣΘΤΒϑ ΣΘ≅ΕΕΗΒ ΟΒΒ Ο≅Υ∆Λ∆ΜΣ , ≅Θ∆≅Ρ ΡΤΑΙ∆ΒΣ ΣΝ Γ∆≅ΥΞ ΣΘΤΒϑ ΣΘ≅ΕΕΗΒ 2 INCHES OF HOT MIX ASPHALT, CLASS 1/2 INCH, PG 58-22. 4 INCHES OF CRUSHED SURFACING BASE COURSE. 3 INCHES OF HOT MIX ASPHALT, CLASS 1/ 2 INCH, PG 58-22. 6 INCHES OF CRUSHED SURFACING BASE COURSE. 6 INCHES OF CRUSHED SURFACING BASE COURSE 6 INCHES OF PCC PAVEMENT (28-DAY COMPRESSIVE STRENGTH OF 6,000 POUND PER SQUARE INCH [PSI] AND A MODULUS OF RUPTURE OF 600 PSI) 6" OF SUBBASE CONSISTING OF SELECT GRANULAR FILL TO PROVIDE UNIFORM GRADING AND PAVEMENT SUPPORT, TO MAINTAIN DRAINAGE, AND TO PROVIDE SEPARATION FROM FINE-GRAINED SUBGRADE SOIL. NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION. 6" OF SUBBASE CONSISTING OF SELECT GRANULAR FILL TO PROVIDE UNIFORM GRADING AND PAVEMENT SUPPORT, TO MAINTAIN DRAINAGE, AND TO PROVIDE SEPARATION FROM FINE-GRAINED SUBGRADE SOIL. NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION. NATIVE SUBGRADE OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH THE "SITE DEVELOPMENT AND EARTHWORK" SECTION. NOT TO SCALE Γ∆≅ΥΞ ΧΤΣΞ ΟΝΘΣΚ≅ΜΧ Β∆Λ∆ΜΣ ΒΝΜΒΘ∆Σ∆ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ {NOTE: }PROVIDE 3/4" DIAMETER SMOOTH DOWELS AT ALL CONSTRUCTION JOINTS AT 12" O.C. EXTENDING 60' FROM FACE OF BUILDING. APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R 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 SEE DETAIL BELOW EVENLY SPACED (4) PLACES HOOK CLAMPS SEE NOTE 1) (24 BARS EVENLY SPACED, TO UPPER & LOWER BANDS LONG SMOOTH BARS WELDED 3/4" THICK x 4" WIDE, OVERFLOW FORMED TO FIT IN GROOVE 3/4" THICK x 4" WIDE LOWER ALUMINUM BAND OF C.B. RISER NOTES: 1. FOR DIFFERENT DIAM. C.B.'S UPPER ALUMINUM BAND 3/4" x 4" WIDE 1.25'ELEV.=PER PLAN 18" BARS EQUALLY 3/4"%%C SMOOTH SPACED (4"O.C. MAX.)15%%DSEE NOTE 1(TYP.)Χ∆ΑΘΗΡ Β≅Φ∆ Χ∆Σ≅ΗΚ NOT TO SCALE ELEVATION PER PLAN 2. METAL PARTS: ALUMINUM. BARS AROUND LOWER ALUMINUM AND 7" O.C. MAX. SPACING OF ADJUST DIMENSIONS TO MAINTAIN 2.0' BAND. PROVIDE MAINT. ACCESS BY WELDING (4) CROSS BARS TO (4) VERTICAL BARS AS SHOWN. HINGE UPPER ENDS W/ FLANGES/ BOLTS & PROVIDE LOCKING MECHANISM (W/PADLOCK) ON LOWER END. LOCATE LADDER STEPS DIRECTLY BELOW. DEBRIS CAGE FLUSH OR CONTRACTOR TO INSTALL BELOW CONCRETE LIP ΟΚ≅Μ ΥΗ∆ς AND BELOW FINISH GRADE NOTE: CLEANOUT MUST BE DETECTABLE BOTH ABOVE 6"%%c S.D. TO SURFACE LENGTH AS REQUIRED 6"%%c 45%%d ELBOW END PLUG 6"%%c 45%%d WYE 6"%%c S.D. LENGTH AS REQ'D. 5!⋅ ∋Ρ−Χ−( ΒΚ∆≅ΜΝΤΣ NOT TO SCALE FLUSH WITH GRADE 6"%%c CAP EXISTING OR PROPOSED GRADE 6"%%c S.D. VERIFY SLOPE WITH PLANS AND INVERTS NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY SS DDD 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 NGTO N 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-01.dwg7/8/2022 7:35 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!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-01 LGB JJH 06/10/2022 ΕΘ,/0 1/20 (PUBLIC RIGHT OF WAY CROSS SECTION TYPE G) PAVEMENT RECONSTRUCTION UNDER PERMIT NO 20-101386-CO 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-02µ APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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% 1.5%*5%7.5% 2% 3.5% PARCEL NO.6142600005 PARCEL NO. 6142600200 PARCEL NO. 2154660050 ΑΤΗΚΧΗΜΦ !Α! NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER.2%(TYP)2%(TYP)2%(TYP)STREET TREE NOTES: 07/08/2022 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 NGTO N 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-02.dwg7/8/2022 7:42 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!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-02 LGB JJH 06/10/2022 ΕΘ,/1 10 20 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. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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% PARCEL NO. 6142600005 PARCEL NO. 215466TRCT PARCEL NO. 2154660060 NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. (PUBLIC RIGHT OF WAY CROSS SECTION TYPE G) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−2%(TYP)2%(TYP)STREET TREE NOTES: 07/08/2022 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 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\\FR-03.dwg7/8/2022 7:45 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!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-03 LGB JJH 06/10/2022 ΕΘ,/2 11 20 BLDG A BLDG Bϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY S(PUBLIC RIGHT OF WAY CROSS SECTION TYPE S)22ΘΧ ΟΚ≅Β∆ ΡΑΤΗΚΧΗΜΦ !≅! MATCHLINE STA. 34+80 SEE SHEET FR-02 MATCHLINE STA.39+80SEE SHEET FR-04µ \A1;50.0' FORESTED BUFFER APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R\A1;90.5' ROW\A1;8.0' SIDEWALK (TYP) \A1;8.0' SIDEWALK (TYP) PARCEL NO. 6142600005 PARCEL NO. 7261200060 PARCEL NO. 215466TRCT NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. (PUBLIC RIGHT OF WAY CROSS SECTION TYPE G)ς∆Ξ∆Θ Γ ≅ ∆ Τ Ρ ∆ Θ ς ≅ Ξ Ρ − NOT TO SCALE ΕΤΚΚ Ο≅Υ∆Λ∆ΜΣ Θ∆ΒΝΜΡΣΘΤΒΣΗΝΜ Ο≅Υ∆Λ∆ΜΣ Ρ∆ΒΣΗΝΜ STREET TREE NOTES: 07/08/2022 µΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 10 1/& 4020 N ETRAB .G A RU A 40111ANO R WFOE A SH NGTO N T E R ED SG ENG NEE EFOR P TS SS TA ER N A E G H NO.DESCRIPTION/DATE BY REVISIONS DWG. NAME: DESIGNED BY: DRAWN BY: CHECKED BY: DATE: OF SHEETS JOB NO.: PRINT: DATE OF \\\\esm8\\engr\\esm-jobs\\1886\\001\\016-0011\\plots\\Construction Plans\\FR-04.dwg7/8/2022 7:53 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!FRONTAGE IMPROVEMENT PLANSWASHINGTONCITY OF FEDERAL WAY1886-001-016 FR-04 LGB JJH 06/10/2022 ΕΘ,/3 12 20(PRIVATE ROAD)ΚΝΝΟ ΘΝ≅ΧBLDG A BLDG Bϑ∆Ξ Λ≅Ο NOT TO SCALE HWY 18 WEYERHAUSER WAY SMATCHLINESTA. 39+80SEE SHEETµ \A1;50' FORESTED BUFFER APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS 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' ROWCURB 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 CURB DETAIL SCALE: 1"=5' \A1;12' \A1;12' *4.7%4.5%1% \A1;8' SIDEWALK (TYP) \A1;8' SIDEWALK (TYP) \A1;42' PARCEL NO. 6142600005 PARCEL NO. 4420600050 PARCEL NO. 2121049002 PARCEL NO. 4420600050 \A1;R5'NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY ENGINEER. (PUBLIC RIGHT OF WAY CROSS SECTION TYPE G) ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ− STREET TREE NOTES: 07/08/2022 LA-01Know what's R 07/08/2022 LA-02Know what's R 07/08/2022 LA-03 Know what's R – – 07/08/2022 LA-04Know what's R 07/08/2022 LA-05 Know what's R 07/08/2022 LA-06Know what's R 07/08/2022 LA-07LARGE NATIVE TREESKnow what's R 07/08/2022 S SS AAAGAS XFMR PIV T x x x xx x xx x C.B. x x x xx x xx x S S COSP P P P T PP P P T PP G D T T P T S W W S S AAA AAAAAAAAA AAA AAAAAAAAAAAAAAAAAAAAA AAA AAA AAAAAAAAAAAAAAAAAAAAAE002E002 E002 AAAE002 PIV17791776177717751780177417731754175517561757175817591760176217611764176317661765177117721770176817671784 388390389391392393394395TRCD 20 MISSED396172417253903993974004034044024214014054084074094104114064154164174194204181726TRDF 26 MISSED17271728172917304424414444464434474454484504514494524554574644584594634614604624654664674694684734704744714754724764784774794814804854864824834874844884904894914934944924954964974981739173717381731173617321733173417351753175117471741174017921745D P D COSS D S PB D PB D DTRCD 20 MISSEDµ ΒΝΜΣΝΤΘ ΗΜΣ∆ΘΥ≅Κ < 1& ΡΒ≅Κ∆9 0! < 0 25 4/& 10050 Χ≅ΣΤΛ9 Μ−Φ−Υ−Χ− 18 SECTION 22 SECTION 21 \A1;10.0' PROPOSED POWER EASEMENT LANDSCAPE ARCHITECT LEANNE D. KUHLMAN CERTIFICATE No. 743 WASHINGTON REGISTERED STATE OF ΣΘ∆∆ ΟΘ∆Ρ∆ΘΥ≅ΣΗΝΜ MANAGED FOREST BUFFER ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ \A1;100.0' FORESTED BUFFER (PUBLIC RIGHT OF WAY) MINOR ARTERIAL Χ∆Σ∆ΜΣΗΝΜ ΟΝΜΧ ς∆Ξ∆ΘΓ≅∆ΤΡ∆Θ ς≅Ξ Ρ−50'FORESTEDBUFFERΚΝΝ Ο Θ Ν ≅ Χ (PRIVATE ROAD) ΑΤΗΚΧΗΜΦ Α 104+464 ΡΕ 0 ΡΣΝΘΞ < 34& ΓΗΦΓ Λ≅Ω 10.0' PROPOSED UTILITY EASEMENT ΓΗΦΓς≅Ξ 0 7 ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ ΤΜΧΗΡΣΤΘΑ∆Χ Υ∆Φ∆Σ≅ΣΗΝΜ 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\\TR-01.dwg6/9/2022 9:50 AMPlotted:File:Plotted By: Brandon AvalosEVERETTFEDERAL 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!TREE RETENTION PLANWASHINGTONCITY OF FEDERAL WAY1886-001-016 TR-01 LDK LDK 06/10/2022 ΣΘ,/0 20 20 APPROVED DATE PERMIT NO. 21-100325-CO CITY OF FEDERAL WAY INSPECTION 253-835-2700 BLDG B CONSTRUCTION PLANS Know what's below. before you dig.Call R Λ≅Μ≅Φ∆Χ ΕΝΘ∆ΡΣ ΑΤΕΕ∆Θ A CONTINUOUS MANAGED FOREST BUFFER IS PROVIDED AROUND THE PERIMETER OF THE CP-1 ZONE. THE DEPTH OF THIS BUFFER IS 50' WHEN ABUTTING WEYERHAEUSER WAY SOUTH AND 100' WHEN ABUTTING HIGHWAY 18. NATIVE VEGETATION NOT WITHIN THE MANAGED FOREST BUFFER AND OUTSIDE OF GRADING LIMITS WILL BE LEFT UNDISTURBED. { } A FORESTER MUST BE PRESENT TO SUPERVISE THE ACTIVITIES IN ENVIRONMENTALLY SENSITIVE AREAS AND FOREST BUFFER ZONES. \pxqc;BUILDING A COMPLETED UNDER PERMIT NO. 22-101833-OO EN NOTE: THIS APPROVAL IS VOID 1 (ONE) YEAR AFTER APPROVAL DATE. THE CITY WILL NOT BE RESPONSIBLE FOR ERRORS AND/OR OMISSIONS ON THESE PLANS. FIELD CONDITIONS MAY DICTATE CHANGES TO THESE PLANS AS DETERMINED BY THE CITY 07/08/2022