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HomeMy WebLinkAbout21b Construction Plans_Add1TCETCETCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCETCETCETCETCETCETCEPORWWHG AXJ 30 2023 - 53SP .?PURMHFW?33200?3320A?CADD?ACAD?DZJ?C00GZJ LD\RXW NDPH C00VICINITY MAP CITY OF RENTON, WASHINGTON City Project No. SWP-27-4080 PHONEAGENCYNAME CONTACT PERSONNEL NOT TO SCALE BID SET 24 :LOORZV RRDG NE SXLWH 200 RHGPRQG :A 052 42522444 ZZZRWDNFRP JARED MCDONALD CITY OF RENTON 425.430.7293 KEVIN EVANS CITY OF RENTON 425.430.7264 JOE FARAH CITY OF RENTON 206.475.1390 RUSS GASTON OTAK 425.739.4209 SANDY LEEK PUGET SOUND ENERGY-MLM 253.381.7313 DUSTIN WELLER PUGET SOUND ENERGY-206.379.4347 ELECTRIC AND GAS IAN HULSEY COMCAST 253.254.3817 JESSE PATJENS LUMEN 425.429.5722 BRETT TIETJEN CITY OF RENTON-425.430.6873 INFO SERVICES FIBER OPTIC MONROE AVE NE INFILTRATION FACILITY LOCATION MAP NOT TO SCALE PROJECT LOCATION PROJECT LOCATIONNE MONROE AVERE N T O N M A P L E V A L L E Y R O A DJEFFERSON AVE NEI-405NE 3RD S T NE 2ND ST NE 4TH ST R-4000 FUNDED IN PART BY WASHINGTON STATE DEPARTMENT OF ECOLOGY NE 4TH ST INDE; OF DRA:IN*S SHEET SHEET TITLE DESCRIPTION C00COVER SHEET 2 C002 LE*END A%%REVIATIONS *ENERAL NOTES 3 C003 SITE .EY PLAN AND PROJECT OVERVIE: 4 C004 CONSTR8CTION SE48ENCIN* 5 C0S8RVEY CONTROL PLAN C02 S8RVEY CONTROL PLAN C03 PRE-CONSTR8CTION SITE CONDITIONS C04 STA*E  SITE LO*ISTICS PLAN C05 STA*E 2 SITE LO*ISTICS PLAN 0 C20STA*E  TESC AND DEMOLITION C202 STA*E  TESC AND DEMOLITION 2 C203 STA*E  TESC DETAILS 3 C204 STA*E 2 TESC AND DEMOLITION 4 C30STORM:ATER INFILTRATION FACILITY PLAN 5 C302 STORM:ATER INFILTRATION FACILITY SECTION C303 STORM:ATER INFILTRATION FACILITY SECTION C30 STORM:ATER INFILTRATION FACILITY DETAILS C40SITE *RADIN* AND DRAINA*E IMPROVEMENTS PLAN C402 SITE *RADIN* AND DRAINA*E IMPROVEMENTS PLAN 20 C403 SITE DRAINA*E PROFILES 2C404 SITE DRAINA*E PROFILES 22 C40 TYPICAL STR8CT8RE PLACEMENT DETAIL 23 C4HYDRODYNAMIC SEPARATOR DETAILS 24 C42 FLO: SPLITTER VA8LT AND INFILTRATION CHAM%ER MANIFOLD VA8LT DETAILS 25 C43 TREATMENT VA8LT DETAILS 2C44 TREATMENT VA8LT DETAILS 2C50MAINTENANCE ACCESS ROAD PLAN AND PROFILE 2C502 MAINTENANCE ACCESS ROAD PLAN AND PROFILE 2C50 MAINTENANCE ACCESS ROAD SECTIONS AND DETAILS 30 S0*RATED VA8LT TOP PLAN 3S02 *RATED VA8LT TOP DETAILS 32 S03 *RATED VA8LT TOP DETAILS 33 S04 *RAVITY %LOC. :ALL DETAILS 34 S05 L8MINAIRE FO8NDATION DETAILS 35 L0LANDSCAPE PLAN 3L02 LANDSCAPE DETAILS OTAK 33201.A SHEET: 1121 WLOORZV RRDG NE SXLWH 200 RHGPRQG WA 02 2.22.6 ZZZ.RWDN.FRP ‹ 2023 OTAK INC. OF 36 DRAWING NO. 3RO-ECT N8MBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG 3ORWWHG: AXJ 2 2023  6:SP K:?3URMHFW?33200?33201A?CADD?ACAD?DZJ?C002.GZJ LD\RXW NDPH: C002ABBREVIATIONS RIGHT OF WAY CENTERLINE RIGHT OF WAY MARGIN CITY BOUNDARY CHAIN LINK FENCE WATER LINE SEWER LINE (<12") SEWER LINE (>12") POWER LINE AERIAL LINE GAS LINE FIBER OPTIC LINE COMMUNICATION LINE RAILING (GUARD/HAND) DRIVEWAY CUTS / HC RAMPS UNDERGROUND UTILITY STRUCTURES EDGE OF GRAVEL / DIRT INTERMEDIATE CONTOUR/GRADE LINE INDEX CONTOUR/GRADE LINE SYMBOL LEGEND COMMUNICATION RISER COMMUNICATION MANHOLE ELECTRICAL METER POWER MANHOLE GAS VALVE GAS METER GAS VAULT SEWER MANHOLE CLEANOUT CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 2) STORM DRAIN MANHOLE WATER MANHOLE FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE IRRIGATION BOX MAIL BOX SIGN TESTPIT MONITORING WELL SURVEY CONTROL POINT SURVEY MONUMENT PROPERTY LINE STORM DRAIN LINE (<12") STORM DRAIN LINE (>12") CLEARING/GRUBBING LIMITS SAWCUT LINE SILT FENCE WATTLE ////////////////////////UTILITY REMOVAL []PEDESTRIAN RAILING REMOVAL AREA HMA PAVEMENT CEMENT CONCRETE SEE APPLICABLE DISCIPLINE FOR ADDITIONAL LEGEND X TREE PROTECTION/SAFETY RAIL ABBREVIATION NAME OR PHRASE AP ANGLE POINT APPROX.APPROXIMATE ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS BK.BACK BLDG BUILDING BOF BOTTOM OF FOOTING BOW BOTTOM OF WALL BRG BEARING BVCS BEGIN VERTICAL CURVE ELEVATION BVCE BEGIN VERTICAL CURVE STATION CB CATCH BASIN C.G.CENTER OF GRAVITY C.I.P CAST IN PLACE C CENTERLINE CLR.CLEARANCE CMP CORRUGATED METAL PIPE CO CLEAN OUT COMM COMMUNICATION CONC.CONCRETE CONST.CONSTRUCTION CONT.CONTINUE OR CONTINUOUS COR CITY OF RENTON CPP CORRUGATED PLASTIC PIPE CPEP CORRUGATED POLYETHYLENE PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTRL CONTROL DI DUCTILE IRON DIAM.DIAMETER DWG DRAWING DWY DRIVEWAY E EAST EA EACH ELEV. OR EL.ELEVATION EMBED.EMBEDMENT ESMT EASEMENT EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EXIST.EXISTING EXP.EXPANSION FD FOUND FG FINISH GRADE FIG.FIGURE FL FLOW LINE (ELEVATION) OR FLANGE FOC FACE OF CURB FT FOOT OR FEET FTG.FOOTING GALV.GALVANIZED G.E. OR GR EL GRATE ELEVATION GIR.GIRDER GRVL GRAVEL HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORZ.HORIZONTAL HP HIGH PRESSURE OR HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION JT.JOINT KCRDCS KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS LBS.POUNDS LF LINEAR FEET LT LEFT LVC LENGTH OF VERTICAL CURVE MAX.MAXIMUM MH MANHOLE MHW MEAN HIGH WATER MHHW MEAN HIGH HIGH WATER MIC MONUMENT IN CASE MIN.MINIMUM N NORTH NE NORTHEAST NO.NUMBER NW NORTHWEST O.C.ON CENTER O.D.OUTSIDE DIAMETER ABBREVIATION NAME OR PHRASE PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCMS PORTABLE CHANGEABLE MESSAGE SIGN P.E.PLAIN END OR POLYETHYLENE PI POINT OF INTERSECTION PP POLYPROPYLENE P PROPERTY OR PLATE PRC POINT OF REVERSE CURVE PROP.PROPOSED PSI POUND PER SQUARE INCH PT POINT OF TANGENCY OR POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS REF.REFERENCE REINF.REINFORCED RGS RIGID GALVANIZED STEEL RJ RESTRAINED JOINT RT RIGHT R/W RIGHT-OF-WAY S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SE SOUTHEAST SHT SHEET SPA.SPACE OR SPACING SPEC.SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA.STATION STD STANDARD STIRR.STIRRUPS SW SOUTHWEST SYMM.SYMMETRICAL TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TEL TELEPHONE TEMP.TEMPORARY TESC TEMP. EROSION & SEDIMENT CONTROL TOC TOP OF CURB TOW TOP OF WALL TYP.TYPICAL VERT.VERTICAL W WEST W/WITH WS WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION DESCRIPTIONPROPOSEDEXISTING SUBSURFACE JUNCTION BOX SURFACE JUNCTION BOX PEDESTRIAN POLE TRAFFIC POLE TRAFFIC SIGNAL HEAD LIGHT POLE ORNAMENTAL STREET LIGHT OR UTILITY POLE W/ LIGHT LUMINAIRE HEAD UTILITY POLE WATER METER GUY ANCHOR POWER VAULT COMMUNICATION VAULT WATER VALVE WATER VAULT FIRE HYDRANT BOLLARD CONIFEROUS TREE DECIDUOUS TREE TREE REMOVAL STORM INLET PROTECTION LINE AND HATCHING LEGEND ELECTRICAL HANDHOLD POWER TRANSFORMER TRAFFIC SIGNAL CABINET STUMP PROPERTY ADDRESS OR PARCEL NUMBER PROPOSED DESCRIPTIONEXISTING [][][]WOOD FENCE HIGH VISIBILITY FENCE HIGH WATER MARK 100 100 98 STABILIZED CONSTRUCTION ENTRANCE FLOW ARROW PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENTTCE GEOTEXTILE INFILTRATION FACILITY CHAMBERS GEOGRID CRUSHED SURFACING TOP COURSE C002 2 LEGEND ABBREVIATIONS GENERAL NOTES R0002 2" CLASS B ASPHALT OVERLAY 08/28/2023 08/28/2023 CCWWWCCCCCCCCCCCCWWCONC. SIDEWALK CONC. SIDEWALK GRASS GRASS GRASS GRASSGRASSGRASSCONC. SIDEWALK S3EED 2 GRASS GRASS CONC. SIDEWALK CONC. SIDEWALK GRASS GRASS CONC. SIDEWALK CONC. SIDEWALKCONC. SIDEWALK GRASSGRASSGRASS DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY GRASS GRASS GRASS DRIVEWAY DIRT GRASS AS3HALT  CHAINLINK FENCE3 CHAINLINK FENCE  CHAINLINK F E N C E GATE  CHAINLINK FENCE 3 CHAINLINK FENCE 4 CHAINLINK FENCE  CHAINLINK FENCE  CHAINLINK FENCE CHAINLINK FENCE CHAINLINK FENCE  CHAINLINK FENCE  CHAINLINK FENCE GAT E  CHAINLINK FENCE  CHAINLINK FENCE  CHAINLINK FENCE JERSEY BARRIERS JERSEY BARRIERS JERSEY BARRIERS  CHAINLINK FENCE WBARB WIRE CHAINLINK FENCE WBARB WIRE CHAINLINK FENCE AS3HALT6126MONROE AVENUE NE JEFFERSON AVENUE NE NE 4TH STREETC103 C204 L01 L04 C01 C02 TREATMENT VAULT TEMPORARY CONSTRUCTION EASEMENT PERMANENT STORMWATER EASEMENT C402 C301 C401 C10 C201 C104 WATER QUALITY STORMWATER TRUNKLINE (TYP.), 24-INCH DIAMETER SD HYDRODYNAMIC SEPARATOR VAULT FLOW SPLITTER VAULT STORMWATER INFILTRATION FACILITY PRIMARY ISOLATOR ROWS MAINTENANCE ACCESS ROAD INFILTRATION CHAMBER MANIFOLD VAULT 36-INCH DIAMETER SD 36-INCH DIAMETER SD STORMWATER INFILTRATION FACILITY HIGH-FLOW STORMWATER TRUNKLINE (TYP.), 36-INCH DIAMETER SD PROJECT SIGN C202 24-INCH DIAMETER SD STUB OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE SXLWH 200 RHGPRQG WA 02 42.22.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK INC. OF 36 DRAWING NO. 3ROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG 3ORWWHG: AXJ 2 2023  2:36SP K:?3URMHFW?33200?33201A?CADD?ACAD?DZJ?C003.GZJ LD\RXW NDPH: C003NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C003 3 SITE KEY 3LAN AND 3ROJECT OVERVIEW R40003 SCALE IN FEET 60 0 60 120 08/28/2023 08/28/2023 270 275 280 285 290 295 300 305 310 315 320 325 330 335 270 275 280 285 290 295 300 305 310 315 320 325 330 335 STAGE 1 STAGE 2 IMPORTED SELECT BORROW IMPORTED INFILTRATION GRAVEL, PER SPECIAL PROVISIONS 9-03.16 NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C PER WSDOT 9-33.2(1), (TYP.) NON-INFILTRATION MATERIAL STAGE 1 FINISHED GRADE (315) MAINTENANCE ACCESS ROAD, SEE SHEETS C501-C502 FOR LIMITS INFILTRATION CHAMBER GALLERY, SEE SHEET C301 FOR LIMITS OPEN SPACE FIELD, SEE SHEET C301 FOR LIMITS PERMANENT STORMWATER EASEMENT EXCAVATION LIMITS BY OTHERS, SEE SHEET C104 FOR DETAILS EXCAVATION LIMITS BY OTHERS, SEE SHEET C104 FOR DETAILS EXCAVATION LIMITS BY OTHERS, SEE SHEET C104 FOR DETAILS 1 2 1 1.5 FINISHED GRADE NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C PER WSDOT 9-33.2(1), (TYP.) GRAVITY BLOCK WALL FOR SEPARATION TREATMENT VAULT, SEE SHEETS C413-C414 FOR DETAILS. TOPSOIL TYPE A IMPORTED GRAVEL BACKFILL FOR WALLS UNDISTURBED NATIVE MATERIAL TOPSOIL TYPE A INFILTRATION ZONE NON-INFILTRATION ZONE OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 28, 2023 - 6:53pm K:\Project\33200\33201A\CADD\ACAD\Dwg\C004.dwg Layout Name: C004C004 4 CONSTRUCTION SEQUENCING R-408004 GENERAL NOTES: 1.INFILTRATION FACILITY BACKFILL WITH IMPORTED INFILTRATION GRAVEL AND SELECT BORROW SHALL BE PERFORMED PRIOR TO OTHER SITE DISTURBING ACTIVITY. THIS WORK IS FURTHER DESCRIBED BELOW UNDER STAGE 1 WORK. ONCE THE INFILTRATION FACILITY BACKFILL IS INSTALLED AND STABILIZED, OTHER ONSITE WORK MAY PROCEED AS DESCRIBED UNDER STAGE 2 WORK. DO NOT DIRECT STORMWATER OR GROUNDWATER FROM THE CONSTRUCTION SITE OR OFFSITE AREAS TO THE FACILITY UNTIL AFTER THE SITE HAS BEEN STABILIZED AND THE STORMWATER TREATMENT FACILITIES HAVE BEEN INSTALLED. 2.CONTRACTOR SHALL MINIMIZE TRACKING ACROSS BACKFILL TO THE MAXIMUM EXTENT FEASIBLE. 3.PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY SITE PREPARATION: 1.ATTEND PRE-CONSTRUCTION MEETING WITH CITY. 2.FLAG AND FENCE CLEARING LIMITS AND VEGETATION TO BE PROTECTED PER SHEETS C201, C202, AND C204. 3.INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) AND TESC BMPS. 4.REMOVE LIGHT POLE SHOWN ON SHEET C201 TO ALLOW FOR INSTALLATION OF CONSTRUCTION ENTRANCE AND ACCESS ROAD 5.GRADE AND INSTALL CONSTRUCTION ENTRANCE AND ACCESS ROAD. 6.MAINTAIN TESC MEASURES IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, CITY OF RENTON STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. 7.RELOCATE, ADJUST, AND/OR INSTALL ADDITIONAL TESC MEASURES AS REQUIRED TO COMPLY WITH CITY TESC MINIMUM REQUIREMENTS AS THE SITE CONDITIONS CHANGE. STAGE 1 WORK: 1.INSTALL GEOTEXTILE AS SHOWN THROUGHOUT STAGE 1 WORK. 2.INSTALL PROJECT SIGN. 3.BACKFILL INFILTRATION ZONE UNDER INFILTRATION FACILITY WITH SELECT BORROW PER PROJECT SPECIFICATIONS IN 2-FOOT MAX. LIFTS TO ELEVATION SHOWN. SELECT BORROW IS TO BE INSTALLED PER PROJECT SPECIFICATIONS, AND SHALL NOT RECEIVE VIBRATORY COMPACTION TO MAINTAIN NECESSARY INFILTRATION RATES. 4.INSTALL GRAVITY BLOCK WALL AS SHOWN ON SHEET S604 IN CONJUNCTION WITH BACKFILLING OF INFILTRATION AND NON-INFILTRATION ZONES TO PROVIDE SEPARATION. 5.BACKFILL NON-INFILTRATION ZONE WITH NON-INFILTRATION MATERIAL AND COMPACT PER SPECIAL PROVISIONS 2-03. 6.BACKFILL INFILTRATION ZONE UNDER INFILTRATION FACILITY WITH INFILTRATION GRAVEL (PER PROJECT SPECIFICATIONS) IN 2-FOOT MAX. LIFTS TO ELEVATION SHOWN. INFILTRATION GRAVEL WILL NOT BE COMPACTED BY VIBRATORY COMPACTOR WITH THE EXCEPTION OF THE UPPER 3 FEET. THE TOP 3 FEET SHALL BE COMPACTED TO 90% PROCTOR PER WSDOT METHOD B. STAGE 2 WORK: 1.INSTALL INFILTRATION CHAMBER GALLERY, CONCRETE MANIFOLD VAULT, AND ASSOCIATED PIPES AND STRUCTURES. 2.BACKFILL AREA SURROUNDING INFILTRATION CHAMBER GALLERY WITH GRAVEL BORROW. 3.BACKFILL AREA ABOVE STORMWATER INFILTRATION FACILITY GRAVEL WITH GRAVEL BACKFILL FOR WALLS. 4.BACKFILL EXCAVATED AREA WITH NON-INFILTRATION MATERIAL MATERIAL AS SHOWN AND COMPACT PER SPECIAL PROVISIONS 2-03. 5.INSTALL TREATMENT VAULT AND ASSOCIATED PIPES AND STRUCTURES. 6.CONNECT THE NEW STORM DRAINAGE SYSTEM TO THE STORM DRAINAGE SYSTEM IN MONROE AVE NE. 7.GRADE MAINTENANCE ACCESS ROAD. 8.INSTALL TOPSOIL TYPE A, PER WSDOT 9-14.2(1). RESTORATION 1.INSTALL CONC. CURB, PAVING, PAVEMENT MARKING, AND SIGNING. 2.INSTALL LUMINAIRE IN LOCATION SHOWN ON SHEET C502. 3.INSTALL FENCING AND GATES. 4.INSTALL LANDSCAPING. RECOMMENDED CONSTRUCTION SEQUENCING LEGEND SELECT BORROW INFILTRATION GRAVEL UNDISTURBED NATIVE MATERIAL NON-INFILTRATION MATERIAL PROPOSED PERMANENT EASEMENT LINE TOPSOIL TYPE A GRAVEL BORROW INFILTRATION FACILITY SECTION BY STAGEA 003 H SCALE: 1"=20', V SCALE: 1"=5' NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C, PER WSDOT STANDARD SPEC 9-33.2(1) EXISTING FILL MATERIAL GRAVEL BACKFILL FOR WALLS 08/28/2023 08/28/2023 270 280 272 274 276 278 282 284 290 300 310 320 330 340290300310320330332 334 336 338102 103 104 108 109 110 111 P C C P C 16" C PC C C 18" 6" "NO PARKING" "NO PARKING ANYTIME" "NO PARKING ANYTIME" "NO PARKING ANYTIME" "NO PARKING ANYTIME" "NO PARKING ANYTIME" "GAS PIPELINE IN VICINITY" AB-03 GRASSCONC. SIDEWALK"SPEED 25"GRASSGRASSCONC. SIDEWALKCONC. SIDEWALKGRASSCONC. SIDEWALKGRASSGRASSGRASSDRIVEWAYDRIVEWAYDRIVEWAYGRASSASPHALT4' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCE 7' CHAINLINK FENCE 7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEGATE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEJERSEY BARRIERSJERSEY BARRIERSGGGGGGGGGGGGPPPTVTV TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TVTVWWWWWWWWWWWWWWSD SD SDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSS10" PVC36" CMP10" PVC36" CMP18" CPP 18" C P P 8" CMP8" CMP 36" CMPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPPPPPPPPPPPPPPPTV TVTVTVTVTVTVTVTVTVTVTVPTVTVTVP PPPPPPPPPPPPTVTVTVTVTVTVTVTVTVTVTVTVPPPPPTVTVTVTVPPPP2 DUCT BANKS2 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKSATP-03 ATP-04 AHA-01AHA-02 6"8" 12" 6" 115 1 2 (TYP.) 3 EXISTING POWER EASEMENT EXISTING POWER EASEMENT POWERLINE SAG ELEV: 377.1 POWERLINE SAG ELEV: 380.7 PROPOSED TEMPORARY CONSTRUCTION EASEMENT. PROPOSED PERMANENT DRAINAGE EASEMENT 4(TYP.) 4 3 5 6 7 TCETCETCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCETCETCETCETCETCETCETCETCETCETCE-2.0:1 -2.2:1-4.4:1-1.5:1-2. 4 : 1 89 MONROE AVENUE NEJEFFERSON AVENUE NE10 11 OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 31, 2023 - 10:44am K:\Project\33200\33201A\CADD\ACAD\Dwg\C105.dwg Layout Name: C105NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 40 0 40 80 BOTTOM OF AREA EXCAVATED BY OTHERS. THE TERM "EXCAVATED AREA" IS REPRESENTED BY THE CONTOURS SHOWN ON THIS SHEET. WATTLES PLACED ON EXCAVATION SLOPE PER COR STD PLAN 213.40 INSTALLED BY OTHERS. SILT FENCE PER COR STD PLAN 214.00 INSTALLED BY OTHERS. INTERCEPTOR SWALE PER COR STD PLAN 217.10 INSTALLED BY OTHERS. SEE INTERCEPTOR SWALE AND SILT FENCE LAYOUT DETAIL ON SHEET C203. ROCK SPLASH PAD INSTALLED BY OTHERS. APPROXIMATE EXTENTS OF STOCKPILE INSTALLED BY OTHERS. PLASTIC COVERING OVER NON-INFILTRATION ZONE BACKFILL STOCKPILE PER COR STD PLAN 213.30 INSTALLED BY OTHERS. COVERED MATERIAL IS MOISTURE SENSITIVE AND SHALL NOT BE EXPOSED, HANDLED OR USED DURING WET WEATHER SEDIMENT TRAP AND INFILTRATION POND INSTALLED BY OTHERS PER DETAIL ON SHEET C203. CONTRACTOR SHALL ADJUST AND MAINTAIN DURING EARTHWORK. SEDIMENT TRAP AND INFILTRATION POND MUST BE KEPT TO THE EAST OF THE GRAVITY BLOCK WALL FOOTPRINT. SLOPE STABILIZATION MAT PER COR STD PLAN 213.20 BY OTHERS. APPROXIMATELY 20,000 CUBIC YARDS OF MATERIAL SUITABLE FOR USE AS NON-INFILTRATION ZONE BACKFILL WAS STOCKPILED AND COVERED BY OTHERS PRIOR TO MOBILIZATION OF CONTRACTOR. CONTRACTOR SHALL USE THIS MATERIAL FOR BACKFILL IN LIEU OF IMPORTED FILL DURING DRY WEATHER CONSTRUCTION. SEE SHEET C302 FOR INFILTRATION ZONE AND NON-INFILTRATION ZONE BACKFILL. SEE SPECIAL PROVISIONS SECTION 2-03 FOR CONDITIONS OF UNDER WHICH THIS MATERIAL SHALL BE USED. DRAINAGE PIPE TO ALLOW FOR SITE DRAINAGE FROM DITCHES INSTALLED BY OTHERS. CONSTRUCTION NOTES 2 C103 7 PRE-CONSTRUCTION SITE CONDITIONS R-408007 GENERAL NOTES 1.ELEVATIONS SHOWN ON THIS SHEET REPRESENT AN APPROXIMATION OF SITE CONDITIONS TO BE EXPECTED UPON MOBILIZATION BASED ON AGREEMENT WITH THE PROPERTY OWNER. ACTUAL CONDITIONS MAY VARY. 2.FINAL GRADING OUTSIDE OF THE PERMANENT EASEMENT AREA TO BE COMPLETED BY OTHERS. CONTRACTOR SHALL LEAVE TEMPORARY CONSTRUCTION EASEMENT IN NEAT CONDITION UPON COMPLETION OF WORK. 3.ALL SLOPES ARE TO BE PROTECTED PRIOR TO AND DURING EXCAVATION AND FILLING OPERATION OF PIT PER COR SURFACE WATER DESIGN MANUAL. 4.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS SHEET HAVE BEEN INSTALLED OR PLACED BY OTHERS DURING EXCAVATION AND GRADING WORK COMPLETED PRIOR TO THIS CONTRACT. CONTRACTOR SHALL MAINTAIN AND ADJUST AS NECESSARY DURING THE FILLING OF THE EXCAVATED PIT. 3 4 5 6 7 1 8 9 10 11 08/31/2023 08/31/2023 101102103104105106107108109110111PCCSWWWCCPCPCCDCPCSD CB TYPE 1 RIM = 345.76 8" CMP (W) IE = 343.81 SUMP = 342.26 DSD MH 60" CONC RIM = 345.96 8" CMP (E) IE = 339.96 18" CPP (W) IE = 339.36 8" CMP (W) IE = 340.18 36" CMP (N) IE = 332.56 36" CMP (S) IE = 332.56 SD CB TYPE 1 RIM = 345.84 8" CMP (E) IE = 342.42 SUMP = 340.74 DSD MH TYPE 2 RIM = 345.59 18" CPP (W) IE = 337.24 36" CMP (N) IE = 332.89 36" CMP (S) IE = 332.69 SSS MH 48" CONC RIM = 342.20 10" PVC (N) IE = 335.00 10" PVC (S) IE = 334.80 16"CPCCCSD CB TYPE 1 RIM = 339.66 12" PVC (NE) IE = 337.41 8" CMP (W) IE = 337.31 SUMP = 335.26DSD MH 60" CONC TYPE 2 RIM = 340.13 8" CMP (W) IE = 335.98 8" CMP (E) IE = 335.98 36" CMP (N) IE = 333.05 36" CMP (S) IE = 332.95 SD CB TYPE 1 RIM = 339.68 8" CMP (E) IE = 336.38 SUMP = 334.58 SDDCP18"6"PWWDSSS MH RIM = 347.79 10" PVC (N) IE = 334.09 10" PVC (S) IE = 333.89 14"10"18"22"6"14"14"14"12"G G GG G G G G G G G G G PTVTVTV TVTV TV TV TV GTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVTVTV TV TV TV TV TVPWW WW W W W W W W W W W W W W W W W W W W W WWWSDSD SDSDSDSD SDSDSD SDSD SSSSSS SS SSSSSSSSSS SSSSSSSSSS SSSSSSSSSS O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P PPPPPPPPPPPPPPPP PTV TV TV TV TV TV TV TV TV TV TV TVTV TV PPPPP P PPPTVTVTVTVTVTVTVTVTVTVTVTVTV TV TV PPPPP TVTVTVTVTV TVTVTVTV PPPP P PP PP P P P P PPP 2 DUCT BANKS 2 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 22" CPP IE = 308.6018" CPP IE = 314.13 6"8"12"6"115XEXCAVATED MATERIAL STOCKPILED BY OTHERS TEMPORARY CONSTRUCTION ACCESS ROAD MONROE AVENUE FACILITY TRUCK HAULING ROUTE. PROJECT LIMITS PERMANENT STORMWATER EASEMENT IMPORTED INFILTRATION GRAVEL STORAGE AREA ON-SITE GRAVITY BLOCK STORAGE AREA BOTTOM OF EXCAVATED PIT TO BE FILLED TCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCESUITABLE MATERIAL FOR NON-INFILTRATION MATERIAL, PER APPROVAL OF ENGINEER, WITHIN STOCKPILE AREA TO BE COVERED IN PLASTIC BY OTHERS JEFFERSON AVENUE NE MONROE AVENUE NE MONROE AVENUE FACILITY TRUCK HAULING ROUTE. OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 28, 2023 - 5:40pm K:\Project\33200\33201A\CADD\ACAD\Dwg\C106.dwg Layout Name: C106NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 50 0 50 100 C104 8 STAGE 1 SITE LOGISTICS PLAN R-408008 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL WHEN VEHICULAR OR PEDESTRIAN ACCESS ROUTES ARE TEMPORARILY BLOCKED. 2.PEDESTRIAN AND VEHICULAR ACCESS ALONG MONROE AVENUE SHALL BE MAINTAINED AT ALL TIMES. UNOBSTRUCTED CONTINUOUS 4' WIDTH PEDESTRIAN ROUTE COMPLIANT WITH ADA STANDARDS SHALL BE PROVIDED. 3.ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED THROUGHOUT DURATION OF THE PROJECT. 4.THIS PLAN SHOWS APPROXIMATE LOCATIONS OF ITEMS RELEVANT FOR SITE LOGISTICS. CONTRACTOR IS RESPONSIBLE TO DEFINE FINAL WORK PLAN AND SUBMIT TO CITY OF RENTON FOR APPROVAL PRIOR TO CONSTRUCTION. LEGEND APPROXIMATE LIMITS OF PIT BOTTOM EXCAVATED BY OTHERS ON-SITE ECOLOGY BLOCK STORAGE AREA COR CONTRACTOR HAULING ROUTE PROJECT LIMITS / TCE IMPORTED INFILTRATION GRAVEL STORAGE AREA STOCKPILE BY OTHERS TEMPORARY ACCESS ROAD WITH GEOGRID 08/28/2023 08/28/2023 101102103104105106107108109110111PCCSWWWCCPCPCCDCPCSD CB TYPE 1 RIM = 345.76 8" CMP (W) IE = 343.81 SUMP = 342.26 DSD MH 60" CONC RIM = 345.96 8" CMP (E) IE = 339.96 18" CPP (W) IE = 339.36 8" CMP (W) IE = 340.18 36" CMP (N) IE = 332.56 36" CMP (S) IE = 332.56 SD CB TYPE 1 RIM = 345.84 8" CMP (E) IE = 342.42 SUMP = 340.74 DSD MH TYPE 2 RIM = 345.59 18" CPP (W) IE = 337.24 36" CMP (N) IE = 332.89 36" CMP (S) IE = 332.69 SSS MH 48" CONC RIM = 342.20 10" PVC (N) IE = 335.00 10" PVC (S) IE = 334.80 16"CPCCCSD CB TYPE 1 RIM = 339.66 12" PVC (NE) IE = 337.41 8" CMP (W) IE = 337.31 SUMP = 335.26DSD MH 60" CONC TYPE 2 RIM = 340.13 8" CMP (W) IE = 335.98 8" CMP (E) IE = 335.98 36" CMP (N) IE = 333.05 36" CMP (S) IE = 332.95 SD CB TYPE 1 RIM = 339.68 8" CMP (E) IE = 336.38 SUMP = 334.58 SDDCP18"6"PWWDSSS MH RIM = 347.79 10" PVC (N) IE = 334.09 10" PVC (S) IE = 333.89 14"10"18"22"6"14"14"14"12"G G GG G G G G G G G G G PTVTVTV TVTV TV TV TV GTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVTVTV TV TV TV TV TVPWW WW W W W W W W W W W W W W W W W W W W W WWWSDSD SDSDSDSD SDSDSD SDSD SSSSSS SS SSSSSSSSSS SSSSSSSSSS SSSSSSSSSS O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P PPPPPPPPPPPPPPPP PTV TV TV TV TV TV TV TV TV TV TV TVTV TV PPPPP P PPPTVTVTVTVTVTVTVTVTVTVTVTVTV TV TV PPPPP TVTVTVTVTV TVTVTVTV PPPP P PP PP P P P P PPP 2 DUCT BANKS 2 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 22" CPP IE = 308.6018" CPP IE = 314.13 6"8"12"6"115NE 4TH STNE 4TH STTCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETRUCK HAULING ROUTE PROJECT LIMITS PERMANENT STORMWATER EASEMENT EXCAVATED MATERIAL STOCKPILED BY OTHERS STORAGE AREA FOR GRAVEL BACKFILL MATERIALS TEMPORARY ACCESS ROAD FOR MONROE AVE PROJECT STORMWATER INFILTRATION FACILITY FOOTPRINT TO BE PROTECTED DURING STAGE 2 TRUCK HAULING ROUTE JEFFERSON AVENUE NE MONROE AVENUE NE OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 28, 2023 - 5:47pm K:\Project\33200\33201A\CADD\ACAD\Dwg\C107.dwg Layout Name: C107NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 50 0 50 100 C105 9 STAGE 2 SITE LOGISTICS PLAN R-408009 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL WHEN VEHICULAR OR PEDESTRIAN ACCESS ROUTES ARE TEMPORARILY BLOCKED. 2.PEDESTRIAN AND VEHICULAR ACCESS ALONG MONROE AVENUE SHALL BE MAINTAINED AT ALL TIMES. UNOBSTRUCTED CONTINUOUS 4' WIDTH PEDESTRIAN ROUTE COMPLIANT WITH ADA STANDARDS SHALL BE PROVIDED. 3.ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED THROUGHOUT DURATION OF THE PROJECT. 4.THIS PLAN SHOWS APPROXIMATE LOCATIONS OF ITEMS RELEVANT FOR SITE LOGISTICS. CONTRACTOR IS RESPONSIBLE TO DEFINE FINAL WORK PLAN AND SUBMIT TO CITY OF RENTON FOR APPROVAL PRIOR TO CONSTRUCTION. LEGEND APPROXIMATE COR HAULING ROUTE PROJECT LIMITS / TCE GRAVEL BACKFILL STORAGE STOCKPILE BY OTHERS 08/28/2023 08/28/2023 102 103 108 109 110 111 P C C P C SD CB TYPE 1 RIM = 345.76 8" CMP (W) IE = 343.81 SUMP = 342.26 D SD MH 60" CONC RIM = 345.96 8" CMP (E) IE = 339.96 18" CPP (W) IE = 339.36 8" CMP (W) IE = 340.18 36" CMP (N) IE = 332.56 36" CMP (S) IE = 332.56 SD CB TYPE 1 RIM = 345.84 8" CMP (E) IE = 342.42 SUMP = 340.74 D SD MH TYPE 2 RIM = 345.59 18" CPP (W) IE = 337.24 36" CMP (N) IE = 332.89 36" CMP (S) IE = 332.69 S SS MH 48" CONC RIM = 342.20 10" PVC (N) IE = 335.00 10" PVC (S) IE = 334.80 16" C PC C C SD CB TYPE 1 RIM = 339.66 12" PVC (NE) IE = 337.41 8" CMP (W) IE = 337.31 SUMP = 335.26D SD MH 60" CONC TYPE 2 RIM = 340.13 8" CMP (W) IE = 335.98 8" CMP (E) IE = 335.98 36" CMP (N) IE = 333.05 36" CMP (S) IE = 332.95 SD CB TYPE 1 RIM = 339.68 8" CMP (E) IE = 336.38 SUMP = 334.58 6" S SS MH RIM = 347.79 10" PVC (N) IE = 334.09 10" PVC (S) IE = 333.89 AB-03 GRASSCONC. SIDEWALKGRASSGRASSCONC. SIDEWALKCONC. SIDEWALKGRASSCONC. SIDEWALKGRASSGRASSGRASSDRIVEWAYDRIVEWAYDRIVEWAYGRASSASPHALT4' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCE 7' CHAINLINK FENCE 7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEGATE7' CHAINLINK FENCE7' CHAINLINK FENCE7' CHAINLINK FENCEJERSEY BARRIERSJERSEY BARRIERSGGGGGGGGGGGGPPPTVTV TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV TVTVWWWWWWWWWWWWWWSD SD SDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEL=380.68' EL=377.07'PPPPPPPPPPPPPPTV TVTVTVTVTVTVTVTVTVTVTVPTVTVTVP PPPPPPPPPPPPTVTVTVTVTVTVTVTVTVTVTVTVPPPPPTVTVTVTVPPPP2 DUCT BANKS2 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS3 DUCT BANKSATP-03 ATP-04 AHA-01AHA-02 22" CPP IE = 308.60 18" CPP IE = 314.13 320'310 '348'3 4 6 '344'342'340'330'334'6"8" 12" 6" 115 TCETCETCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCETCETCETCETCETCETCETCETCETCETCEX300 3003103203303401200 1201 JEFFERSON AVE SITE ENTRANCE 4 (TYP.) 2 10GAS 8 5 4(TYP.) 9 7 POWER VAULT 10 COMM 6 74 LF 7 COMMUNICATION VAULT 7 STREET LAMP, JBOX, POWER, SIGN MONROE AVE CONSTRUCTION ENTRANCE AND EXIT 10OVERHEAD UTILITY POLE 1 9 APPROXIMATE LOCATION APPROXIMATE STOCKPILE BY OTHERS MONROE AVENUE NE1 1 3 10OVERHEAD UTILITY POLE 1018" DIA STORM PIPE 15 OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 31, 2023 - 11:04am K:\Project\33200\33201A\CADD\ACAD\Dwg\C201-C202.dwg Layout Name: C201NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C201 10 STAGE 1 TESC AND DEMOLITION SCALE IN FEET 30 0 30 60 R-408010 INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY TRAFFICKED AREAS, PER DETAIL ON SHEET C203. INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01. INSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. INSTALL / MAINTAIN CHAIN LINK FENCE TYPE 3 PER WSDOT STD. PLAN L-20.10-03. EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10, LIMITS PER PLAN. INSTALL STRAW WATTLES PER COR STD PLAN 213.40. SAWCUT AND REMOVE EXISTING SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. ADJUST EXISTING INTERCEPTOR SWALE AND PIPE AS NEEDED FOR TEMPORARY CONSTRUCTION ACCESS ROAD. TESC/DEMO NOTES 1 2 4 5 6 7 8 9 10 3 11 12 13 14 GENERAL NOTES 1.CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASINS PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARITY. 2.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 3.LOCATION OF TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE ACTUAL SITE CONDITIONS AND WORK SCHEDULE. 4.SEE SHEET C004 FOR CONSTRUCTION SEQUENCING. 5.ALL EXISTING ON-SITE TESC MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 6.CONTRACTOR TO IMPORT AND STOCKPILE ONSITE MINIMUM OF 150 CY QUARRY SPALLS FOR TESC AND SLOPE PROTECTION AS NEEDED. QUARRY SPALLS PLACED FOR SLOPE PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FOR SEPARATION. SEE ADDITIONAL REQUIREMENTS PER SPECIAL PROVISIONS 8-01 TEMPORARY SLOPE PROTECTION. 15 08/31/2023 08/31/2023 100 101 110 C D S S 22" W WW C C P CP C C D GRASSCONC. SIDEWALKCONC. SIDEWALKGRASSGRASSDRIVEWAYDIRTGRASS7' CHAINLINK FENCE3' CHAINLINK FENCE7' CHAINLINK FENCEGATE7' CHAINLINK FENCE3' CHAINLINK FENCE7' CHAINLINK FENCEJERSEY BARRIERSGGGGTVTVTVTVTVTVTVG TVTVTVTVTVTVTVTVP W W W WWWWWWWWWSDSDSDSDSDSSSSSSSSSSSSSS SD SDPPPPPPPTVTVTVTVTVTVTVTVTVTVTVTVTVTVPTVTVTVTVTVTVTVPPPPPPPPPPPPPTVPP3 DUCT BANKS3 DUCT BANKS8' CHAINLINK FENCE W/BARB WIRE 8' CHAINLINK FENCE W/BARB WIRE7' CHAINLINK FENCEASPHALT300'290'300'310'320'330'340'300 '310 ' 320' 330 ' 340 '300'310'3 2 0 '346' 346' 346 '320'322' 3 2 0 '3 3 0 '334'TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCE1000 1003 1004 1 2 APPROXIMATE STOCKPILE BY OTHERS OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 31, 2023 - 11:05am K:\Project\33200\33201A\CADD\ACAD\Dwg\C201-C202.dwg Layout Name: C202NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C202 11 STAGE 1 TESC AND DEMOLITION SCALE IN FEET 30 0 30 60 R-408011 INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY TRAFFICKED AREAS, PER DETAIL ON SHEET C203. INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN I-10.10-01. INSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. INSTALL / MAINTAIN CHAIN LINK FENCE TYPE 3 PER WSDOT STD. PLAN L-20.10-03. EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10, LIMITS PER PLAN. INSTALL STRAW WATTLES PER COR STD PLAN 213.40. SAWCUT AND REMOVE EXISTING SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. ADJUST EXISTING INTERCEPTOR SWALE AND PIPE AS NEEDED FOR TEMPORARY CONSTRUCTION ACCESS ROAD. TESC/DEMO NOTES 1 2 4 5 6 7 8 9 10 3 11 12 13 14 GENERAL NOTES 1.CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASINS PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARITY. 2.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 3.LOCATION OF TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE ACTUAL SITE CONDITIONS AND WORK SCHEDULE. 4.SEE SHEET C004 FOR CONSTRUCTION SEQUENCING. 5.ALL EXISTING ON-SITE TESC MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 6.CONTRACTOR TO IMPORT AND STOCKPILE ONSITE MINIMUM OF 150 CY QUARRY SPALLS FOR TESC AND SLOPE PROTECTION AS NEEDED. QUARRY SPALLS PLACED FOR SLOPE PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FOR SEPARATION. SEE ADDITIONAL REQUIREMENTS PER SPECIAL PROVISIONS 8-01 TEMPORARY SLOPE PROTECTION. 15 08/31/2023 08/31/2023 2 MIN.SILT FENCE PER COR STD. PLAN 214.00 2 MIN.12 MIN.2'1 1 2:1 (H:V) PIT EXCAVATION SLOPE PER SHEETS C201 AND C204 INTERCEPTOR SWALE PER COR STD. PLAN 217.10 AND AS SHOWN ON SHEET C103 6" CRUSHED SURFACING TOP COURSE INSTALL BIAXIAL GEOGRID. GEOGRID TO HAVE A MINIMUM STRENGTH OF 810 LB/FT AT 5% STRAIN. GEOGRID TO BE ROLLED LONGITUDINALLY ALONG THE ACCESS ROAD ALIGNMENT. INTERCEPTOR SWALE PER COR STD. PLAN 217.10 NOTES: 1.TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION 2.SEDIMENT TRAP AND TEMPORARY INFILTRATION POND TO BE ADJUSTED VERTICALLY AS EARTHWORK PROGRESSES 3 H : 1 V M A X . FLAT BOTTOM CROSS SECTION SURFACE AREA DETERMINED 1FT BELOW ADJACENT GRADEINFLOW SEDIMENT TRAP GEOTEXTILE FOR PERMANENT EROSION CONTROL AND DITCH LINING, MODERATE SURVIVABILITY, WOVEN, CLASS A 3.0'-5'4'X8' 1 2" EXTERIOR PLYWOOD (SMOOTH BOTH SIDES, ABX) 2"X4" DIAGONAL BRACE DF STD &BTR, TYP.) 4"X4"X12' VERTICAL POSTS TREATED, TYP. CITY PROJECT MANAGER: JARED MCDONALD, 425-430-7293 CONTRACTOR: [ ] 1.0' 8.0'7.0 MIN.ABOVE ROADWAY3.0 4.0 WASHINGTON STATE DEPARTMENT OF ECOLOGY:$[]$[] CITY OF RENTON:$[]$[] TOTAL:$[]$[] FUNDED BY: DESIGN: CONSTRUCTION: MONROE AVE NE INFILTRATION FACILITY NOTES: 1.PAINTING THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS, BRACES, AND BACK OF SIGN BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE . 2.LETTER TYPES: THE LETTER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGOS WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL BE BLACK. 3.LETTER SIZE: PROJECT TITLE "MONROE AVE NE INFILTRATION FACILITY" SHALL BE 4" LETTERS AND 1/2" WIDE. ALL OTHER TEXT TO BE 3" LETTERS AND 3/8" WIDE. LOGOS SHALL BE APPROXIMATELY THE SAME SIZE, APPROXIMATELY 6" TALL AND IN COLOR. 4.BOTTOM OF SIGN SHALL BE AT LEAST 7.0' ABOVE EXISTING GRADE 5.SIGN SHALL BE MOUNTED ON NEW POSTS UNLESS OTHERWISE SPECIFIED. 6.POST SHALL BE SUPPORTED BY 2 1/2" X 26" HEAVY DUTY ANCHOR. 7.ENGINEER TO SPECIFY LOCATION FOR SIGN. 8.SIGN TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. AT THE END OF PROJECT SIGN SHALL BE REMOVED AND THE LANDSCAPE RESTORED TO EXISTING CONDITIONS. OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:30SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C203.GZJ LD\RXW NDPH: C203NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C203 12 STAGE 1 TESC DETAILS R-408012 INTERCEPTOR SWALE AND SILT FENCE LAYOUT NTS STAGE 1 TEMPORARY ACCESS ROAD WITH GEOGRID - TYPICAL SECTION SEDIMENT TRAP AND TEMPORARY INFILTRATION POND NTS GENERAL NOTES 1.TESC MEASURES SHOWN ON C103 WILL BE INSTALLED BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN, MOVE AND ADJUST TESC AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT PROJECT SIGN NTS NTS 08/28/2023 08/28/2023 X102 103 109 111 P C P C SD CB TYPE 1 RIM 345.76 8 CMP W IE 343.81 SUMP 342.26 D SD MH 60 CONC RIM 345.96 8 CMP E IE 339.96 18 CPP W IE 339.36 8 CMP W IE 340.18 36 CMP N IE 332.56 36 CMP S IE 332.56 SD CB TYPE 1 RIM 345.84 8 CMP E IE 342.42 SUMP 340.74 D SD MH TYPE 2 RIM 345.59 18 CPP W IE 337.24 36 CMP N IE 332.89 36 CMP S IE 332.69 S SS MH 48 CONC RIM 342.20 10 PVC N IE 335.00 10 PVC S IE 334.80 16 C PC C C 60 CONC TYPE 2 RIM 340.13 8 CMP W IE 335.98 8 CMP E IE 335.98 36 CMP N IE 333.05 36 CMP S IE 332.95 NO PARKING NO PARKING ANYTIME NO PARKING ANYTIME NO PARKING ANYTIME NO PARKING ANYTIME NO PARKING ANYTIME GAS PIPELINE IN VICINITY S SS MH RIM 347.79 10 PVC N IE 334.09 10 PVC S IE 333.89 AB03 MONROE AVENUE NE4 CHAINLINK FENCE7 CHAINLINK FENCE 7 CHAINLINK FENCE 7 CHAINLINK FENCE7 CHAINLINK FENCE7 CHAINLINK FENCEJERSEY BARRIERSJERSEY BARRIERSGGGGGGGGGGGGGGGPPPP TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV WWWWWWWWWWWWWWWSD SD SDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSSSS36 CMP10 PVC36 CMP18 CPP 18 C P P 8 CMP 8 CMPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEL 380.68 EL 377.07 JEFFERSON AVENUE NEPPPPPPPPPPPPPPPPTV TVTVTVTVTVTVTVTVTVTVTVTVTVPTVTVTVTVTVP PPPPPPPPPPPPPPPPTVTVTVTVTVTVTVTVTVTVTVTVTVTVPPPPPTVTVTVTVPPPATP03 ATP04 AHA01AHA02 22 CPP IE 308.60 18 CPP IE 314.13 3 4 6 344 342 330 334 68 12 6 115 10POWER 9 5 10OVERHEAD POWER 10COMM. JEFFERSON AVE SITE ENTRANCE 320 330 316 318 322 324 326 328 320 330 316 318 322 324 326 328 332 334 3 4 0 332 3 3 4 3 3 6 3 3 8 342310 320 308 312 314 316 318 322 324 326 328 11 10GAS 1200 1201 TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCETCETCETCETCETCETCETCETCETCETCETCETCETCE8 9 APPROXIMATE LOCATION 12 13 4 SY 14 612 LF 10COMM. AND POWER 10 COMM. AND POWER 10 WATER 10 SANITARY SEWER 12 3 OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE SXLWH 200 RHGPRQG WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28 2023  6:01SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C204.GZJ LD\RXW NDPH: C204NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C204 13 STAGE 2 TESC AND DEMOLITION R408013 SCALE IN FEET 30 0 30 60 INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY TRAFFICKED AREAS PER DETAIL ON SHEET C203. INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN I10.1001. INSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS RE4UIRED FOR INSTALLATION OF IMPROVEMENTS. CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. INSTALL / MAINTAIN CHAIN LINK FENCE TYPE 3 PER WSDOT STD. PLAN L20.1003. EXIST. TREE S TO REMAIN PROTECT DURING CONSTRUCTION. EXISTING UTILITY TO REMAIN PROTECT DURING CONSTRUCTION. INSTALL STABILI=ED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10 LIMITS PER PLAN. INSTALL STRAW WATTLES PER COR STD PLAN 213.40. SAWCUT AND REMOVE EXISTING SIDE WALK AS RE4UIRED FOR FOR INSTALLATION OF IMPROVEMENTS. SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. TESC/DEMO NOTES 1 2 4 5 6 7 8 9 10 3 11 12 13 14 GENERAL NOTES 1.CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASINS PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARITY. 2.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 3.LOCATION OF TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE ACTUAL SITE CONDITIONS AND WORK SCHEDULE. 4.SEE SHEET C004 FOR CONSTRUCTION SE4UENCING. 5.ALL EXISTING ONSITE TESC MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 6.CONTRACTOR TO IMPORT AND STOCKPILE ONSITE MINIMUM OF 150 CY 4UARRY SPALLS FOR TESC AND SLOPE PROTECTION AS NEEDED. 4UARRY SPALLS PLACED FOR SLOPE PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FOR SEPARATION. SEE ADDITIONAL RE4UIREMENTS PER SPECIAL PROVISIONS 801 TEMPORARY SLOPE PROTECTION. 08/28/2023 08/28/2023 PAB03 7 CHAINLINK FENCE7 CHAINLINK FENCE 7 CHAINLINK FENCE -ERSEY BARRIERS -ERSEY BARRIERS G G G GG G G G PPPP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P LA PIANTA LIMITED PARTNERSHIPAFN 20021028002594W D W D W D W D W D W D320330316318322324326328 STA 11+56.25, 263.69'LT3 STA 12+97.63, 43.71'LT 3 10 STA 12+52.40, 11.78'LT103 33 0 32 4 32 6 32 8 33 2 3 3 2 STA 9+93.74, 8.71'LT103 STA 9+25.54, 112.63'LT103 2 34 5 6 1 AC C E S S R O A D 7 8 9 (TYP.) 8 0 0 9 0 0 10  0 0 11  0 0 12  0 0 1 3  0 0 STA 9+23.26, 116.11'LT10 OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE SXLWH 200 RHGPRQG WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK INC. OF 36 DRAWING NO. PRO-ECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28 2023  6:06SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C301AC302A.GZJ LD\RXW NDPH: C301NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 20 0 20 40 CONSTRUCTION CENTERLINE SEE SHEET C101 FOR DETAILS. CONSTRUCT PRIMARY ISOLATOR ROW PER DETAIL ON SHEET C310. CONSTRUCT STORMWATER INFILTRATION FACILITY  CHAMBER GALLERY PER DETAIL ON SHEET C310. INSTALL INSPECTION PORT PER DETAIL ON SHEET C310. INFILTRATION CHAMBER MANIFOLD VAULT SEE SHEET C412 FOR DETAILS. TREATMENT VAULT SEE SHEETS C413C414 FOR DETAILS. MAINTENANCE ACCESS ROAD SEE SHEETS C501C510 FOR DETAILS. STORM SEWER PIPE SEE SHEETS C401C410 FOR DETAILS. CONSTRUCT SECONDARY ISOLATOR ROW PER DETAIL ON SHEET C310. CONSTRUCT GRAVITY BLOCK WALL STATION AND OFFSET SHOWN TO WALL CONTROL LINE. SEE SHEET S604 FOR TYPICAL SECTION AND DETAILS. CONSTRUCTION NOTES GENERAL NOTES 1.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 1 2 3 C301 14 STORMWATER INFILTRATION FACILITY PLAN R408014 4 5 6 7 8 9 10 08/28/2023 08/28/2023 270275280285290295300305310315320325330335270275280285290295300305310315320325330335310976ELEVATION = 289.5481082H:1V1282INFILTRATION ZONENON-INFILTRATION ZONEGRAVITY BLOCKWALL. SEE SHEETS604 FOR DETAILS95ELEVATION = 31511PERMANENT STORMWATER EASEMENTBOTTOM OF CHAMBERELEV=31593H:1V1311.5H:1V12H:1V12EXCAVATED SLOPE BY OTHERS. SEE SHEET C201 FOR PLAN VIEWEXTENTS.TREATMENT VAULT, SEE SHEETS C413-C414 FOR DETAILS.INSTALL GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FORUNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PERWSDOT 9-33.2(1) AGAINST 2:1 EXISTING FILL CUT SLOPE AND BACKFILLEXCAVATED AREA WITH SELECT BORROW PER SPECIAL PROVISIONS2-03 AND COMPACT PER WSDOT STD. SPEC 2-03.3(14)C, METHOD A.INSTALL GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FORUNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PERWSDOT 9-33.2(1) AND BACKFILL EXCAVATED AREA WITH INFILTRATIONGRAVEL PER SPECIAL PROVISIONS 2-03 AND COMPACT PER WDSOT STD.SPEC 2-03.3(14)C, METHOD A.INSTALL 12" COMPACTED DEPTH GRAVEL BACKFILL FOR WALLS PERWSDOT STD. SPEC 9-03.12(2) OVER INFILTRATION FACILITY FROM TOE TOTOE OF PLAY FIELD PERIMETER SLOPES. COMPACT PER WSDOT STD.SPEC 2-03.3(14)C, METHOD C.CONSTRUCT STORMWATER INFILTRATION FACILITY PER DETAILS ONSHEET C310.PROVIDE MINIMUM OF 12" OF INFILTRATION GRAVEL, PER SPECIALPROVISION 7-06, ABOVE AND TO THE OUTSIDE OF INFILTRATIONCHAMBERS FOOTPRINT PER DETAILS ON SHEET C310.BACKFILL WITH GRAVEL BORROW PER WSDOT STD. SPEC 9-03.14(01),COMPACT PER WSDOT STD SPEC 2-03.3(14)C, METHOD B.PLACE 18-IN DEEP TOPSOIL TYPE A PER DETAIL ON SHEET L702.GRADE SLOPE AT MAXIMUM 4H:1V.INSTALL GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FORUNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PERWSDOT 9-33.2(1).BACKFILL EXCAVATED AREA WITH NON-INFILTRATION MATERIAL.NON-INFILTRATION MATERIAL SHALL MEET REQUIREMENTS IN SPECIALPROVISIONS SECTION 2-03.CONSTRUCT TREATMENT VAULT DRAIN PER DETAIL ON SHEET C414.1STORMWATER INFILTRATION FACILITY SECTION AAC301C30215STORMWATER INFILTRATION FACILITY SECTIONR-408015H SCALE: 1"=20', V SCALE: 1"=5'234567891011OTAK 33201.ASHEET:11241 Willows Road NE, Suite 200Redmond, WA 98052425.822.4446www.otak.com© 2023 OTAK, INC.OF36DRAWING NO.PROJECT NUMBERREVISION COMMENTSNO.BYREVIEWDATEDESIGNERDRAWN BYCHECKED BYCDTTRGPlotted: Aug 31, 2023 - 11:18am K:\Project\33200\33201A\CADD\ACAD\Dwg\C301A-C302A.dwg Layout Name: C302NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGENDSELECT BORROW, PER PROJECT SPECIALPROVISIONSINFILTRATION GRAVEL, PER PROJECTSPECIAL PROVISIONSUNDISTURBED NATIVE MATERIALNON-INFILTRATION MATERIAL, PER PROJECTSPECIAL PROVISIONS SECTION 2-03PROPOSED PERMANENT EASEMENT LINETOPSOIL TYPE AGRAVEL BORROWGEOTEXTILE FABRIC, NON-WOVENGEOTEXTILE FOR UNDERGROUNDDRAINAGE, MODERATE SURVIVABILITYCLASS C PER WSDOT 9-33.2(1)EXISTING FILL MATERIALGRAVEL BACKFILL FOR WALLS1312STORMWATER INFILTRATIONFACILITY SECTION NOTES08/31/202308/31/2023 300 305 310 315 320 325 330 335 300 305 310 315 320 325 330 335 18 TOPSOIL TYPE AGEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) MIN. 12 INFILTRATION GRAVEL ON ALL SIDES OF INFILTRATION CHAMBER GALLERY 4:1 S L O P E GRAVEL BORROW STORMTECH CHAMBER (TYP.), SEE STORMWATER INFILTRATION FACILITY DETAILS ON SHEET C310. UNDISTURBED NATIVE MATERIAL GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) 36 TOPSOIL TYPE A 12 GRAVEL BACKFILL FOR WALLS 300 305 310 315 320 325 330 335 300 305 310 315 320 325 330 335 18 TOPSOIL TYPE A GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) MIN. 12 INFILTRATION GRAVEL ON ALL SIDES OF INFILTRATION CHAMBER GALLERY 12 GRAVEL BACKFILL FOR WALLS STORMTECH CHAMBER (TYP.), SEE STORMWATER INFILTRATION FACILITY DETAILS ON SHEET C310. UNDISTURBED FILL MATERIAL GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) INFILTRATION GRAVEL NON-INFILTRATION MATERIAL 4:1 S L O P E GRAVITY BLOCK WALL. SEE SHEET S604 FOR DETAILS UNCLASSIFIED EXCAVATION INCL. HAUL PAY LIMITS OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:33SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C303.GZJ LD\RXW NDPH: C303NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. STORMWATER INFILTRATION FACILITY SECTION BB C301 C303 16R-408016 H Scale: 1"=10', V Scale: 1"=5' STORMWATER INFILTRATION FACILITY SECTION GENERAL NOTES 1.SEE SECTION A ON SHEET C302 FOR FULL DEPTH OF STAGE 1 FILL. 08/28/2023 08/28/2023 12" MIN PRIMARY ISOLATOR ROW PRIMARY ISOLATOR ROW PRIMARY ISOLATOR ROW FLOW 12" 12" TYP 100" 9" TYP. 60" 2' MIN 12" MIN 9" 11' MAX ACCESS ROAD INFILTRATION ROW SECONDARY ISOLATOR ROW NOT TO SCALE ISOLATOR ROW SECTION NOT TO SCALE STORMWATER INFILTRATION FACILITY - CHAMBER GALLERY NOT TO SCALE PRIMARY ISOLATOR ROW DETAIL NOT TO SCALE INSPECTION PORT DETAIL 12" 18" 4.5' MIN. MC-4500 ENDCAP OR APPROVED EQUAL INSTALL NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C AROUND BOTTOM AND SIDES ONE LAYER OF ISOLATOR ROW WOVEN GEOTEXTILE, PER SPECIAL PROVISIONS 7-06, BETWEEN INFILTRATION GRAVEL AND CHAMBERS 10.3' (3.1 M) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 4" SCHED 40 SCREW-IN CAP 4" SCHED 40 PVC 4" SCHED 40 PVC COUPLING 4" SCHED 40 PVC CORE 4.5" Ø HOLE IN CHAMBER ANY OF (2) VALLEY LOCATIONS CONTAINING STIFFENING RIBS INFILTRATION CHAMBER MANIFOLD VAULT, SEE SHEET C412 FOR DETAILS COVER PIPE CONNECTION TO END CAP OF INFILTRATION FACILITY WITH NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C 24" SD @ 0.0% ACCESS PIPE, LENGTH VARIES. SEE SHEET C401 FOR PIPE LENGTH INSTALL FLARED END RAMP ON END OF 24" DIAM PIPE PER SPECIAL PROVISION 7-06. GRAVEL BORROW TOPSOIL PER SHEETS L701-L702 SEE LANDSCAPING SHEETS L701-L702 FOR PLANTING PLAN INFILTRATION GRAVEL, PER SPECIAL PROVISIONS 2-03 AND 9-03.16 GRAVEL BACKFILL FOR WALLS SEE ISOLATOR ROW DETAIL, THIS SHEET ONE LAYER OF ISOLATOR ROW WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 M) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS, PER SPECIAL PROVISION 7-06. INFILTRATION GRAVEL PER SPECIAL PROVISIONS 2-03 AND 9-03.16 ADS MODEL MC-4500, MC-7200 OR EQUIVALENT GRAVEL BACKFILL FOR WALLS TOPSOIL PER SHEETS L701-L702 INSTALL NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C AROUND INFILTRATION GRAVEL SURROUNDING TOP, BOTTOM, AND SIDES OF INFILTRATION FACILITY CHAMBERS INSPECTION PORT, SEE INSPECTION PORT DETAIL, THIS SHEET. REFER TO SHEET C301 FOR LOCATION. TOPSOIL PER SHEETS L701-L702 SEE LANDSCAPING SHEETS L701-L702 FOR PLANTING PLAN GRAVEL BACKFILL FOR WALLS SEE ISOLATOR ROW DETAIL, THIS SHEET FLOW 12" ACCESS ROAD 12" 18" ONE LAYER OF ISOLATOR ROW WOVEN GEOTEXTILE, PER SPECIAL PROVISIONS 7-06, BETWEEN INFILTRATION GRAVEL AND CHAMBERS 10.3' (3.1 M) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS MANIFOLD CATCH BASIN. SEE SHEET C401 FOR STRUCTURE TYPE, LOCATION, RIM ELEVATION, AND PLACEMENT TYPE. SEE SHEET C410 FOR PLACEMENT DETAILS COVER PIPE CONNECTION TO END CAP OF INFILTRATION FACILITY WITH NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C 24" SD @ 0.0% ACCESS PIPE. LENGTH OF PIPE PER SHEET C401 INSTALL FLARED END RAMP ON END OF 24" DIAM PIPE PER SPECIAL PROVISION 7-06. GRAVEL BORROW TOPSOIL PER SHEETS L701-L702 SEE LANDSCAPING SHEETS L701-L702 FOR PLANTING PLAN GRAVEL BACKFILL FOR WALLS NOT TO SCALE SECONDARY ISOLATOR ROW DETAIL NOTES: 1.SEE SHEET C301 FOR PRIMARY ISOLATOR ROW LAYOUT. NOTES: 1.SEE SHEET C301 FOR SECONDARY ISOLATOR ROW LAYOUT. 12" MIN OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:34SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C310.GZJ LD\RXW NDPH: C310NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C310 17 STORMWATER INFILTRATION FACILITY DETAILS R-40801708/28/2023 08/28/2023 111PAB-03 7' CHAINLINK FENCE7' CHAINLINK FENCE 7' CHAINLINK FENCE JERSEY BARRIERS PPPP O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P115 1200LA PIANTA LIMITED PARTNERSHIPAFN 20021028002594W D W D W D W D W D JEFFERSON AVENUE NE 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 1 3 + 0 0 33 0 32 4 32 6 32 8 33 2 33 2 320330316318322324326328330 322 324 326 328 INFILTRATION CHAMBER MANIFOLD VAULT, SEE SHEET C412 FOR DETAILS 3 24" SD TREATMENT VAULT, SEE SHEETS C413-C414 FOR DETAILS 336" SD 4 324" SD 1 56PRIMARY ISOLATOR ROW6INFILTRATION ROW (TYP.)6SECONDARY ISOLATOR ROW (TYP.) 824" SD (TYP.) 9 330324326328332334CB110, TYPE 2 - 60" STA 11+80.04, 11.29'RT102 CB105, TYPE 2 - 48" STA 10+90.82, 34.47'RT2 CB100, TYPE 2 - 60" STA 11+03.22, 11.78'RT2 CB200, TYPE 2 - 48"7 CB205, TYPE 2 - 72"7 CB210, TYPE 2 - 72"7 CB215, TYPE 2 - 72"7 CB220, TYPE 2 - 72"7 CB225, TYPE 2 - 72"7 CB230, TYPE 2 - 72"7 CB235, TYPE 2 - 72"7 CB240, TYPE 2 - 72"7 CB245, TYPE 2 - 72"7 CB250, TYPE 2 - 60"7 CB255, TYPE 2 - 48"7 CB260, TYPE 2 - 48"7 STA 8+70.55, 37.89'RT ELEV.=323.5 11 STA 8+19.95, 35.18'LT ELEV.=323.5 11 STA 11+52.43, 245.92'LT ELEV.=323.5 11 STA 12+61.96, 73.85'LT ELEV.=323.5 11 STA 12+44.13, 40.05'LT ELEV.=323.5 11 STA 9+70.53, 46.26'LT ELEV.=323.5 11 228 LF, 24" SD 226 LF, 24" SD 22 8 LF, 24" SD STA 11+84.00, 38.06'LT ELEV.=323.5 11 STA 9+71.50, 32.56'RT ELEV.=323.5 11 2424" SD (TYP.) 24 24" SD (TYP.) INFILTRATION FACILITY MANIFOLD DRAINAGE STRUCTURE PLACEMENT STR. NO. CB200 CB205 CB210 CB215 CB220 CB225 CB230 CB235 CB240 CB245 CB250 CB255 CB260 STR STA./ OFFSET 10+06.50 1.31' L 10+27.52 1.56' L 10+49.07 1.81' L 10+70.63 2.07' L 11+35.28 2.84' L 11+56.83 3.09' L 11+78.39 3.35' L 11+99.94 3.61' L 12+21.49 3.86' L 12+43.16 4.12' L 12+60.25 11.01' L 12+76.76 19.33' L 12+91.96 29.27' L STR. RIM ELEV. 330.0 329.8 329.5 329.3 328.7 328.5 328.3 328.5 328.7 328.9 329.2 329.5 330.0 SUMP ELEV. 313.19 313.19 313.19 313.19 313.19 313.19 313.19 313.19 313.19 313.19 313.19 313.19 313.19 STR. TYPE/ DIAM. TYPE 2 - 48" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 72" TYPE 2 - 60" TYPE 2 - 48" TYPE 2 - 48" OUTFLOW PIPE LENGTH 8.97' 7.21' 6.74' 6.31' 8.91' 8.45' 7.97' 7.57' 7.07' 10.69' 2.75' 5.35' 5.37' PLACEMENT DETAIL TYPE A TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE B TYPE A TYPE A TYPE A OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Sep 19, 2023 - 6:10pm C:\temp\AcPublish_18008\C401-C402.dwg Layout Name: C401NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C401 18R-408018 SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN SCALE IN FEET 20 0 20 40 CONSTRUCTION NOTES GENERAL NOTES 1 2 3 4 5 6 7 8 9 1.ALL STORM SEWER PIPE SHALL BE POLYPROPYLENE WITH SMOOTH INTERIOR UNLESS NOTED OTHERWISE. 2.STATION AND OFFSET, AND RIM ELEVATION SHOWN REFERENCE CENTER OF STRUCTURE. SEE SHEET C410 FOR STRUCTURE PLACEMENT DETAIL. 3.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT OTHERWISE STATED. 4.VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5.CATCH BASIN COVER SHALL BE ORIENTED AS SHOWN ON PLAN. 6.ALL DRAINAGE STRUCTURES SHALL HAVE SOLID LOCKING CIRCULAR FRAME AND COVER PER COR STD PLAN 204.50 UNLESS OTHERWISE SPECIFIED. COVERS SHALL BE MARKED "DRAIN". 10 11 12 13 14 15 16 CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. INSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN AND PROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410. INSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PER PLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES. MAINTENANCE ACCESS ROAD, SEE SHEETS C501-C510 FOR DETAILS. STORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310 FOR DETAILS. STORWMATER INFILTRATION FACILITY ROW TYPE PER DETAIL AND SECTION ON SHEET C310. INSTALL MANIFOLD DRAINAGE STRUCTURE, TYPE, SIZE, AND PLACEMENT STYLE PER TABLE ON THIS SHEET. MANIFOLD DRAINAGE STRUCTURES HAVE SAME INVERTS, IE=315.19. SEE SHEET C410 FOR TYPE A AND TYPE B PLACEMENT DETAILS. INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN MANIFOLD DRAINAGE STRUCTURES AND INFILTRATION FACILITY CHAMBERS PER DETAIL ON SHEET C310. LENGTH OF PIPE CONNECTION (INSIDE EDGE OF DRAINAGE STRUCTURE TO INFILTRATION CHAMBER) PER TABLE ON THIS SHEET. MANIFOLD PIPES SHALL HAVE PIPE BEDDING PER COR STD PLAN 220.10. INSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FOR DETAILS. INSTALL RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. BOTTOM OF PLAY FIELD PER STATION, OFFSET AND ELEVATION SHOWN ON THIS SHEET. DRIVEWAY ENTRANCE SHALL BE PER COR STD PLAN 104.4. CONCRETE APRON SHALL BE 8-FEET IN WIDTH, BEHIND EXISTING CURB, TO MEET STREET STANDARDS. EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURING CONSTRUCTION. CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE. POTHOLE EXISTING UTILITY AT CROSSING PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS. INSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEET C411 FOR DETAILS. INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FOR DETAILS. EXISTING UTILITY TO BE RELOCATED PER SHEET C502. PLUG EXISTING OVERFLOW STORMWATER PIPE AT SHOWN LOCATION PER WSDOT STD SPEC. 7-08.3(4). STORMWATER PIPE SHALL NOT BE PLUGGED UNTIL PROPOSED STORMWATER SYSTEM IS CONNECTED TO EXISTING MONROE AVE TRUNKLINE AND PROPOSED INFILTRATION FACILITY IS ONLINE. INSTALL CAP ON BELL END OF PIPE TO ALLOW FUTURE CONNECTION BY OTHERS. CONNECT TO EXISTING DRAINAGE PIPE PER SPECIAL PROVISIONS 7-05.3(9). CUT EXISTING PIPE WHERE NECESSARY. PLACE NEW 36" PVC STUB TO CONNECT TO EXISTING CMP TO EACH SIDE AND CONNECT STUB TO EXISTING PIPE PER WSDOT STD. PLAN B-60.40-01, TYPE K. INSTALL 24" DIAM. MANIFOLD PIPE CONNECTION FROM MANIFOLD VAULT TO PRIMARY ISOLATOR ROW, LENGTH PER PLAN. INSTALL RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20 INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN ALL MANIFOLD DRAINAGE STRUCTURES. MANIFOLD PIPES SHALL HAVE PIPE BEDDING MATERIAL PER COR STD PLAN 220.10. 16 17 18 19 20 21 22 23 24 ADDENDUM NO. 1 CDD 09/19/2023CDD 09/19/2023 09/19/2023 102103CPCDDSCPCCCSSS MH 14"10"18"MONROE AVENUE NE "SPEED 25" GRASS GRASS CONC. SIDEWALK GRASS CONC. SIDEWALK GRASS GRASS GRASS ASPHALT 7' CHAINLINK FENCE7' CHAINLINK FENCE TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVTVTVW W W W W W W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDSDSD SSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSS 36" CMP 10" PVC 36" CMP 18" CPP18" CPP8" CMP8" CMPO H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P P TVTVTV TV TV TV TV TV TV TV TV TV TV P TVTVTVTVTVTVTVTVTVTV PPP PPPPPPPPPPP PTV P P PPPPP TV TVTVTVTVTV P P P P 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS ATP-03ATP-04AHA-01 AHA-02 22" CPP IE = 308.60 18" CPP IE = 314.13 6"8"12"6"1201LA PIANTA LIMITED PARTNERSHIPAFN 20021028002594XX X X X X X X X X PPX X X SSSSSS W D W D W D MONROE AVE NE 1 3 + 0 0 14+0015+0016+00TEMPORARY EASEMENT FOR SURFACEWATER DRAINAGE OVERFLOW UTILITYAFN 2018070200008527.44'340332 334 336338342 300 300 310 310 320 330 340 336" SD 336" SD 15 SEWER 15COMM 13 18LIGHT POLE & J-BOX & POWER SWING GATE, PER SHEET C502 15POWER 336" SD 324" SD 3 36" SD 1 4 324" SD 19OVERFLOW PIPE OUTLET 19OVERFLOW PIPE INLET 9 20 21 15 COMM 21 CB130, TYPE 2 - 72" STA 16+45.95, 7.68'RT142 CB120, TYPE 2 - 60" STA 13+20.19, 8.02'LT2 FLOW SPLITTER VAULT, 10' X 10' STA 13+59.65, 2.88'RT17 HYDRODYNAMIC SEPARATOR VAULT, 22' X 14' STA 13+79.58, 4.10'RT16 CB125, TYPE 2 - 60" STA 14+14.60, 6.47'RT232 12 15WATER OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Sep 19, 2023 - 6:10pm C:\temp\AcPublish_18008\C401-C402.dwg Layout Name: C402NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C402 19R-408019 SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN SCALE IN FEET 20 0 20 40 CONSTRUCTION NOTES GENERAL NOTES 1 2 3 4 5 6 7 8 9 1.ALL STORM SEWER PIPE SHALL BE POLYPROPYLENE WITH SMOOTH INTERIOR UNLESS NOTED OTHERWISE. 2.STATION AND OFFSET, AND RIM ELEVATION SHOWN REFERENCE CENTER OF STRUCTURE. SEE SHEET C410 FOR STRUCTURE PLACEMENT DETAIL. 3.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT OTHERWISE STATED. 4.VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5.CATCH BASIN COVER SHALL BE ORIENTED AS SHOWN ON PLAN. 6.ALL DRAINAGE STRUCTURES SHALL HAVE SOLID LOCKING CIRCULAR FRAME AND COVER PER COR STD PLAN 204.50 UNLESS OTHERWISE SPECIFIED. COVERS SHALL BE MARKED "DRAIN". 10 11 12 13 14 15 16 CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. INSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN AND PROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410. INSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PER PLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES. MAINTENANCE ACCESS ROAD, SEE SHEETS C501-C510 FOR DETAILS. STORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310 FOR DETAILS. STORWMATER INFILTRATION FACILITY ROW TYPE PER DETAIL AND SECTION ON SHEET C310. INSTALL MANIFOLD DRAINAGE STRUCTURE, TYPE, SIZE, AND PLACEMENT STYLE PER TABLE ON THIS SHEET. MANIFOLD DRAINAGE STRUCTURES HAVE SAME INVERTS, IE=315.19. SEE SHEET C410 FOR TYPE A AND TYPE B PLACEMENT DETAILS. INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN MANIFOLD DRAINAGE STRUCTURES AND INFILTRATION FACILITY CHAMBERS PER DETAIL ON SHEET C310. LENGTH OF PIPE CONNECTION (INSIDE EDGE OF DRAINAGE STRUCTURE TO INFILTRATION CHAMBER) PER TABLE ON THIS SHEET. MANIFOLD PIPES SHALL HAVE PIPE BEDDING PER COR STD PLAN 220.10. INSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FOR DETAILS. INSTALL RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. BOTTOM OF PLAY FIELD PER STATION, OFFSET AND ELEVATION SHOWN ON THIS SHEET. DRIVEWAY ENTRANCE SHALL BE PER COR STD PLAN 104.4. CONCRETE APRON SHALL BE 8-FEET IN WIDTH, BEHIND EXISTING CURB, TO MEET STREET STANDARDS. EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURING CONSTRUCTION. CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE. POTHOLE EXISTING UTILITY AT CROSSING PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS. INSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEET C411 FOR DETAILS. INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FOR DETAILS. EXISTING UTILITY TO BE RELOCATED PER SHEET C502. PLUG EXISTING OVERFLOW STORMWATER PIPE AT SHOWN LOCATION PER WSDOT STD SPEC. 7-08.3(4). STORMWATER PIPE SHALL NOT BE PLUGGED UNTIL PROPOSED STORMWATER SYSTEM IS CONNECTED TO EXISTING MONROE AVE TRUNKLINE AND PROPOSED INFILTRATION FACILITY IS ONLINE. INSTALL CAP ON BELL END OF PIPE TO ALLOW FUTURE CONNECTION BY OTHERS. CONNECT TO EXISTING DRAINAGE PIPE PER SPECIAL PROVISIONS 7-05.3(9). CUT EXISTING PIPE WHERE NECESSARY. PLACE NEW 36" PVC STUB TO CONNECT TO EXISTING CMP TO EACH SIDE AND CONNECT STUB TO EXISTING PIPE PER WSDOT STD. PLAN B-60.40-01, TYPE K. INSTALL 24" DIAM. MANIFOLD PIPE CONNECTION FROM MANIFOLD VAULT TO PRIMARY ISOLATOR ROW, LENGTH PER PLAN. INSTALL RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20 INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN ALL MANIFOLD DRAINAGE STRUCTURES. MANIFOLD PIPES SHALL HAVE PIPE BEDDING MATERIAL PER COR STD PLAN 220.10. 16 17 18 19 20 21 22 23 24 ADDENDUM NO. 1 CDD 09/19/2023CDD 09/19/2023 09/19/2023 310 315 320 325 330 335 340 345 310 315 320 325 330 335 340 345 13+00 14+00 15+00 16+00 16+60329.50315.0329.68324.2329.88333.5330.40335.014+00331.39335.0332.47335.8333.54336.5334.62337.1335.70337.615+00336.77338.2337.85338.8338.93339.3340.01339.6340.85340.116+00340.93341.116+60 CB130, TYPE 2 - 72" RIM=341.05 IE=332.94 (36" EX. CMP S OUT) IE=331.20 (36" SD W OUT) IE=332.94 (36" EX. CMP N IN) HYDRODYNAMIC SEPARATOR VAULT, 22 X 14 IE 324.29 (36 SD W OUT) IE 324.29 (36 SD E IN) CB125, TYPE 2 - 60 RIM 332.05 IE 325.20 (36 SD W OUT) IE 325.20 (36 SD E IN) IE 326.20 (24 SD S IN) 20LF 36 SD S 2.75% 35LF 36 SD S 2.59% 231LF 36" SD S=2.59 % 143LF 36 SD S 3.02% 42LF 36" SD S= 3 . 4 6 % FLOW SPLITTER VAULT, 10' X 10' IE=323.74 (36" SD W OUT) IE=323.74 (24" SD SW OUT) IE=323.74 (36" SD E IN) CB120, TYPE 2 - 60 RIM 329.66 IE 322.28 (36 SD SW OUT) IE 322.28 (36 SD E IN) FINISHED GRADE AT ACCESS ROAD ALIGNMENT STAGE 1 FINISHED GRADE AT ACCESS ROAD ALIGNMENT APPROX. LOCATION OF COMM. UTILITY TO BE VERIFIED BY CONTRACTOR EXIST. 10" SEWER. CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING SEWER AND NOTIFY ENGINEER IF CONFLICT EXISTS EXIST.PROP.310 315 320 325 330 335 310 315 320 325 330 335 310 315 320 325 330 335 340 310 315 320 325 330 335 340 10+40 11+00 12+00 13+00329.40315.0329.20315.011+00329.00315.0328.80315.0328.60315.0328.40315.0328.24315.012+00328.39315.0328.57315.0328.76315.0328.94315.0329.13315.013+00329.31315.0CB100, TYPE 2 - 60" RIM=328.73 IE=315.51 (36" SD NW OUT) IE=315.51 (36" SD NE IN) CB110, TYPE 2 - 60 RIM 327.97 IE 317.95 (36 SD SW OUT) IE 317.95 (36 SD NE IN) 77LF 36" SD S=3. 1 8 % 143LF 36" SD S=3 . 0 2 % STORMWATER INFILTRATION FACILITY CB100, TYPE 2 - 60" RIM=328.73 IE=315.51 (36" SD NW OUT) IE=315.51 (36" SD NE IN) INFILTRATION CHAMBER MANIFOLD VAULT SEE SHEET C412 FOR DETAILS 10LF 36 SD S 3.26%STAGE 2 FINISHED GRADE AT ACCESS ROAD ALIGNMENT STAGE 1 FINISHED GRADE AT ACCESS ROAD ALIGNMENT EXIST.PROP.SEE SHEETS C302-C310 FOR DETAILS STAGE 2 FINISHED GRADE AT PIPE CENTERLINE STAGE 1 FINISHED GRADE AT PIPE CENTERLINE OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:37SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C403.GZJ LD\RXW NDPH: C403NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C403 20R-408020 SITE DRAINAGE PROFILES H SCALE 20:1, V SCALE 5:1 ACCESS ROAD ALIGNMENT PROFILE STA. 13+00 - STA. 16+60 H SCALE 20:1, V SCALE 5:1 ACCESS ROAD ALIGNMENT PROFILE STA. 10+40 - STA. 13+00 GENERAL NOTES 1.PIPE PROFILES ARE SHOWN ALONG THE ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 2.STATION AND OFFSET, AND RIM ELEVATION SHOWN REFERENCE CENTER OF STRUCTURE UNLESS OTHERWISE STATED 3.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 4.PIPE LENGTHS AND ELEVATIONS SHOWN ON PROFILES ARE MEASURED CENTER-OF-STRUCTURE TO CENTER-OF-STRUCTURE. SAME CB 08/28/2023 08/28/2023 310 315 320 325 330 335 310 315 320 325 330 335 310 315 320 325 330 335 340 310 315 320 325 330 335 340 10+40 11+00 12+00 13+00 13+80329.40315.0329.20315.011+00329.00315.0328.80315.0328.60315.0328.40315.0328.24315.012+00328.39315.0328.57315.0328.76315.0328.94315.0329.13315.013+00329.31315.0329.50315.0329.68324.2329.88333.513+80330.40335.0FLOW SPLITTER VAULT, 10' X 10' RIM=329.81 IE=323.74 (36" SD W OUT) IE=323.74 (24" SD SW OUT) IE=323.74 (36" SD E IN) 8LF 24 SD S 11.16% 24LF 24 SD S 1.73% TREATMENT VAULT 224-FT X 21.8-FT X 11-FT IE IN = 323.33 IE OUT = 320.00STORMWATER INFILTRATION FACILITY CB105, TYPE 2 - 48" RIM=329.58 IE=319.08 (24" SD NW OUT) IE=319.08 (24" SD NE IN) INFILTRATION CHAMBER MANIFOLD VAULT SEE SHEET C412 FOR DETAILS 32LF 2 4" S D S = 1 1. 9 7 % IE=319.88 (6" WD SE IN) CB105, TYPE 2 - 48" RIM=329.58 IE=319.08 (24" SD NW OUT) IE=319.08 (24" SD NE IN) IE=319.88 (6" WD SE IN) STAGE 2 FINISHED GRADE AT PIPE CENTERLINE STAGE 2 FINISHED GRADE AT ACCESS ROAD ALIGNMENT EXIST.PROP.SEE SHEETS C302-C310 FOR DETAILS STAGE 1 FINISHED GRADE AT ACCESS ROAD ALIGNMENT STAGE 1 FINISHED GRADE AT PIPE CENTERLINE OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:37SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C403.GZJ LD\RXW NDPH: C404NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C404 21R-408021 SITE DRAINAGE PROFILES H SCALE 20:1, V SCALE 5:1 ACCESS ROAD ALIGNMENT PROFILE (TREATMENT VAULT PIPES) STA 10+40 - 13+80 GENERAL NOTES 1.PIPE PROFILES ARE SHOWN ALONG THE ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 2.STATION AND OFFSET, AND RIM ELEVATION SHOWN REFERENCE CENTER OF STRUCTURE UNLESS OTHERWISE STATED 3.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 4.PIPE LENGTHS AND ELEVATIONS SHOWN ON PROFILES ARE MEASURED CENTER-OF-STRUCTURE TO CENTER-OF-STRUCTURE. SAME CB 08/28/2023 08/28/2023 Y CENTER OF GRATE CENTER OF STRUCTURE NOTES: 1.CENTER OF GRATE CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. 2.SPECIFIED NORTHING AND EASTING OR STATION AND OFFSET REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES, UNLESS NOTED OTHERWISE. 3.RIM ELEVATION AND STATION/OFFSET OR NORTHING/EASTING REFERENCES ARE TO CENTER OF STRUCTURE. NOTES: 1. CENTER OF GRATE CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY. 2. SPECIFIED NORTHING AND EASTING REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. 13 STRUCTURE PLACEMENT TYPE A DETAIL OUTLETINLETOUTLET GEOMETRIC CENTER OF STRUCTURE CATCH BASIN TYPE 2 - 72" DIAM. PIPE ANGLE POINT, STATION AND OFFSET PER SHEET C401 SOLID CIRCULAR FRAME RING AND COVER PER COR STD. PLAN 204.50, MARKED DRAIN (TYP.) 24" DIAM. SD (TYP.) 24" DIAM. SD (TYP.) 24" DIAM. SD (TYP.) A A 7.9 12.0 INFILTRATION FACILITY SECONDARY ISOLATOR ROW TYPE 2-72" DIAM. OFFSET CATCH BASIN GROUT (TYP.) INLETOUTLET 24" DIAM. SD IE=315.19 SOLID CIRCULAR FRAME RING AND COVER PER COR STD. PLAN 204.50, MARKED "DRAIN". RIM ELEVATION VARIES, SEE SHEET C401 FOR MANIFOLD CB RIM ELEVATIONS GROUT (TYP.) 24" DIAM. SD IE=315.19 (TYP.) 24" DIAM. SD IE=315.19 (TYP.) 2 SUMP (TYP.) SUMP ELEVATION=313.19 (TYP) INFILTRATION FACILITY SECONDARY ISOLATOR ROW PLAN SECTION A-A 57ƒ OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:38SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C410.GZJ LD\RXW NDPH: C410NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. R-408022 C410 22 TYPICAL STRUCTURE PLACEMENT DETAIL STRUCTURE PLACEMENT TYPE B DETAIL 08/28/2023 08/28/2023 STA. 13+86.50 OFF. 21.27' RT STA. 13+72.50 OFF. 21.21' RT STA. 13+72.60 OFF. 0.79' LT STA. 13+86.60 OFF. 0.73' LT SECTION A-A SECTION B-B INLET PIPE OUTLET PIPE OUTLET CONTROL BOX RETURN PIPE WEIR HOOD MAIN WEIR 3' X 3' ACCESS HATCH, TYP 3' X 3' ACCESS HATCH, TYP WIDTH LENGTHWIDTH OUTLETINLET PRIMARY CHAMBER 96"48"96"MAIN WEIR OUTLET CONTROL BOX 24" DIAM. HDPE RETURN PIPE 3' X 3' ACCESS HATCH, ADUST TO FINISHED GRADE (TYP.) OUTLET INLET SECONDARY CHAMBER 24" DIAM. HDPE RETURN PIPE48"96"96"12"MIN.12"MIN.CSTC LEVELING PAD CSTC LEVELING PAD 12" MIN. 12" MIN. 3' X 3' ACCESS HATCH, ADUST TO FINISHED GRADE (TYP.) OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:38SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C411.GZJ LD\RXW NDPH: C411NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C411 23 HYDRODYNAMIC SEPARATOR DETAILS R-408023 HYDRODYNAMIC SEPARATOR VAULT DETAIL (BAYSEPARATOR OR APPROVED EQUAL) NOTES: 1.CONTRACTOR TO PROVIDE TYPE 3E WORKING DRAWINGS FOR ENGINEER APPROVAL. 2.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT 3.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4.ACCESS HATCH SHALL BE LOCKING, ALUMINUM, WITH SECONDARY FALL PROTECTION GRATING, H-30 LOADING. LW PRODUCTS COMPANY HHS, OR APPROVED EQUAL. 08/28/2023 08/28/2023 2'8'3'3'10'5'4' 6"6"6.90'6"1.25'7.15'1"(TYP.)1" (TYP.) 36" DIA. HIGH FLOW BYPASS OUTLET IE: 323.74 36" DIA. TRUNKLINE INLET IE: 323.74 24" DIA. WQ FLOW PIPE OUTLET IE: 323.74 WEIR I.E.: 327.74 GRAVEL BACKFILL FOR WALLS 12" MIN. CSTC 36" DIA. HIGH-FLOW BYPASS OUTLET 24" DIA. WQ FLOW PIPE OUTLET 36" DIA. TRUNKLINE INLET STA. 13+50.05, OFF. 4.49' LT STA. 13+60.02, OFF. 4.26' RT. STA. 13+59.80 OFF. 5.73' RT STA. 13+49.75, OFF. 5.51' RT 36" X 48" X 1 2" STAINLESS STEEL RESTRICTOR PLATE 13.8" DIA CIRCULAR ORIFICE OPENING , IE=323.74 1" DIA HOLE FOR ATTACHMENT. SECURE PLATE WITH STAINLESS STEEL EXPANSION BOLTS AND WASHER, 1" EMBEDNMENT INTO CONC. WALL. SEAL OUTER EDGE OF PLATE WITH SILICON CAULK. 3'X3' ACCESS HATCH, ADJUST TO FINISH GRADE (TYP.) 36" X 48" STEEL RESTRICTOR PLATE PER DETAIL BELOW 10' 24" Ø SCH 40 PVC PIPE OUTLET [IE=315.19] TO INFILTRATION CHAMBER ISOLATOR ROW 24" DIA MANIFOLD IE: 315.19 OUTFLOW PIPE IE=315.19 (TYP.) VAULT IE = 314.19 TOP OF VAULT = 321.19 3'X3' ACCESS HATCH, ADJUST TO FINISHED GRADE (TYP.) 24" DIA MANIFOLD IE: 315.19 36" DIA. HIGH-FLOW BYPASS INLET 24" DIA. WQ FLOW PIPE INLET HANDHOLDS OR LADDER, PER COR STD 204.60 GRAVEL BACKFILL FOR WALLS5'X3' ACCESS HATCH, ADJUST TO FINISHED GRADE TOP OF WEIR ELEV: 317.69 12" MIN. CSTC 12" 12" 7' 27' 3'5'3' 12" SUMP 12" 2.89' 3.94'6.1'3.06' 6" 3' 3'X3' ACCESS HATCH, ADJUST TO FINISHED GRADE (TYP.) 3' 27.00' 2.70' 5.58' 2.70' 4.42'9.08' 5% 5% 3.65' 9.08'4.42' 36" DIA. HIGH-FLOW BYPASS INLET IE: 315.19 24" DIA. WQ FLOW PIPE INLET IE: 315.19 HANDHOLDS OR LADDER 24" DIAM. SD TO INFILTRATION CHAMBER ISOLATOR ROWS (TYP.) STA. 10+84.61, OFF. 1.27' LT STA. 10+84.61, OFF.8.77' LT STA. 11+11.61, OFF.8.77' LT STA. 11+11.61, OFF. 1.27' LT 7.5'OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWIN* NO. PROJECT NUMBER REVISION COMMENTSNO.B<REVIEW DATE DESI*NER DRAWN B<CHECKED B< CD TT R*Plotted: Aug 28, 2023 - 4:34pm K:\Project\33200\33201A\CADD\ACAD\Dwg\C412-C414.dwg Layout Name: C412NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C412 24 FLOW SPLITTER VAULT AND INFILTRATION CHAMBER MANIFOLD VAULT DETAILS R-408024 FLOW SPLITTER VAULT SECTION A-A NOT TO SCALE INFILTRATION CHAMBER MANIFOLD VAULT PLAN VIEW NOT TO SCALE INFILTRATION CHAMBER MANIFOLD VAULT SECTION A-A NOT TO SCALE NOTES: 1.CONTRACTOR TO PROVIDE TYPE 3E WORKING DRAWINGS FOR ENGINEER APPROVAL. 2.SUBGRADE BELOW VAULTS TO BE COMPACTED PER WSDOT STAND SPEC 2-03.3(14)C METHOD C. 3.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT. 5.ACCESS HATCHES SHALL BE LOCKING ALUMINUM, WITH SECONDARY FALL PROTECTION GRATING, H-30 LOADING. LW PRODUCTS COMPANY OR APPROVED EQUAL. 6.LADDERS SHALL BE PER KCRDCS FIGURE 7-011. FLOW SPLITTER VAULT PLAN VIEW NOT TO SCALE 08/28/2023 08/28/2023 224 -0 SLAB OD 10 TYP. SECOND POUR END WALL 21 -8 WALL OD20 -0 WALL ID 3 -4 8 -0 TYP 4 TYP 10 TYP WALL THICKNESS AT BASE INVERTED TRENCH OUTLET PIPE. IE: 320.00' 10 -10 TYP 3 -0 TYP INLET PIPE. IE: 323.33' 21 -8 WALL OD 20 -0 WALL ID 3 -4 8 -0 TYP 4 TYP 10 TYP WALL THICKNESS AT BASE INLET PIPE. IE: 323.33 OUTLET PIPE. IE: 320.00' 10 -10 TYP 6X Ø24" STAND PIPE WITH OVERFLOW GRATE 6 -46 -414 -06 -621 -0148 -10 IE: 320.00' TOP OF CONCRETE: 330.00' 1 -0 10 -0 OUTLET PIPE IE: 323.33' 11 -0 INLET PIPE. TOP OF CONCRETE: 330.00' Ø4" SLOTTED PVC UNDERDRAIN. Ø4" SLOTTED PVC UNDERDRAIN. 6"x36" INLET WINDOW (TYP 37 EACH SIDE) INLET CHANNEL DISTRIBUTION PLATES (TYP EVERY 3 FT), SEE DETAIL 2 ON SHEET C414. INVERTED TRENCH JOINT (TYP EVERY 10 FT)TOP OF INVERTED TRENCH6X Ø24" HDPE STAND PIPE WITH OVERFLOW GRATE (POLYLOK 3008-G24) GRATED VAULT TOP AND STEEL SUPPORTS PER STRUCTURAL SHEETS S601-S603. INVERTED TRENCH JOINT (TYP EVERY 10 FT) GRATED VAULT TOP AND STEEL SUPPORTS PER STRUCTURAL SHEETS S601-S603. 21 -0 STA. 10+98.24, 45.30' RT STA. 10+98.24, 23.63' RT STA. 13+54.03, 28.02' RT STA. 13+33.45, 14.63' RT PRECAST CONC. INVERTED TRENCH (TYP.) OUTER PRECAST CONC. TRENCH WALLS (TYP.)C414DC414DCOBBLES FOR ENERGY DISSIPATION, SEE DETAIL 3 ON SHEET C414. COBBLES FOR ENERGY DISSIPATION, SEE DETAIL 3 ON SHEET C414. WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD TREATMENT VAULT DRAIN, SEE DETAILS ON SHEET C414. CONNECT TO CB105 AS SHOWN ON SHEET C401 OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:39SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C412-C414.GZJ LD\RXW NDPH: C413NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C413 25 TREATMENT VAULT DETAILS R-408025 TREATMENT VAULT DETAIL BLRPRG UQGHUJURXQG 20 -0 X 224 -0 3-SLGHG BR[ TUHQFK (OR APPROVED EQUAL) TUHDWPHQW FORZ RDWH: 12.65 FIV PHDN FORZ RDWH: 17.6 FIV NOTES: 1.CONTRACTOR SHALL PROVIDE TYPE 3E WORKING DRAWINGS FOR ENGINEER APPROVAL FOR TREATMENT VAULT. 2.CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5,000 PSI MINIMUM. 3.STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60. 4.MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80. 5.CEMENT: ASTM C-150 SPECIFICATION. 6.BIOPOD TREATMENT VAULT SYSTEM MANUFACTURED BY OLDCASTLE SHALL INCLUDE OUTER PRECAST TRENCH, PRECAST INVERTED TRENCH, INTERNAL PIPING, MULCH, STORMMIX MEDIA, GRAVEL, DISTRIBUTION PLATES AND HARDWARE, AND DISSIPATION ROCK. CONTRACTOR RESPONSIBLE FOR THE INSTALLATION OF ALL TREATMENT VAULT COMPONENTS. 7.OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 8.CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS AND ELEVATIONS OF OPENINGS. 9.CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 10.SECTION HEIGHTS, SLAB/WALL THICKNESSES AND KEYWAYS ARE SUBJECT TO CHANGE DUE TO AVAILABILITY AND PRODUCTION PLANT CAPABILITY. 11.MAXIMUM PICK WEIGHT 58,400 LBS. (MEDIA AND INTERNALS SHIPPED SEPARATELY.) 12.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT. SCALE: 1"=10' TOP VIEW SCALE: 1"=10' PLAN VIEW SCALE: 1"=10' ELEVATION VIEW 08/28/2023 08/28/2023 1'-6"1'-2" 3'-0" (TYP) 3'-0" (TYP) 6" 6" X 36" INLET WINDOW TOP OF INVERTED TRENCH 1'-6" X 3' STAINLESS STEEL SOLID PLATE 6" X 3' STAINLESS STEEL SOLID PLATE, USE AS REQUIRED TO REDUCE 6" X 36" INLET WINDOW OPEN AREA 4" 2" INSIDE TOP OF INVERTED TRENCH 8" X 3' STAINLESS STEEL SOLID PLATE ABOVE INLET WINDOW 8" 3'-2" VERTICAL SUPPORTS, AS NEEDED 2'-4" 8" 3'-6" 4" 1'-2" 6" 4" 3'-2" 4" 3'-4" INVERTED TRENCH 4'-0" INLET CHANNELØ24" HDPE STAND PIPE WITH OVERFLOW GRATE (POLYLOK 3008-G24).INLET CHANNEL DISTRIBUTION PLATES SPACED EVERY 3 FT, SEE DETAIL 2 FOR ELEVATION VIEW PRECAST CONCRETE INVERT TRENCH TOP OF MULCH EL = 323.50' MAX BIORETENTION PONDING EL = 324.00' OVERFLOW EL = 324.17 100YR HIGH WATER EL = 324.67 1'2' TREATMENT VAULT 12" CSTC LEVELING PAD NON-INFILTRATION ZONE FILLTOPSOIL TYPE A GRAVEL BACKFILL FOR DRAINS 1' MIN. TREATMENT VAULT DRAIN, SEE DETAIL THIS SHEET. SEE SHEET C401 PLAN FOR LAYOUT AND SHEET C404 FOR PROFILE CONNECTION TO CB105 3:1 MAX S L O P E GRAVEL BACKFILL FOR WALLS 6" DIA. UNDERDRAIN PIPE, 0.5% MIN. SLOPE GRAVEL BACKFILL FOR DRAINS CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, WITH 12" OVERLAP AT TOP 1' 1' OUTLET PIPE, IE: 320.00', NEARSIDE FLOW THROUGH PORTS IN TRENCH WALLS Ø4 SLOTTED PVC UNDERDRAIN 17"x17" HAUNCH (TYPICAL) INLET PIPE, IE: 323.33', FARSIDE. GRATED VAULT TOP AND STEEL SUPPORTS PER STRUCTURAL SHEETS S601 - S603 INVERTED TRENCH SEE DETAIL 1 20'-0" WALL ID 10" TYP WALL THICKNESS 8" TYP WALL THICKNESS 21'-8" WALL OD DISSIPATION ROCK AT DISTRIBUTION PLATE OPENINGS, SEE DETAIL 3 12" CSTC LEVELING PAD 20" GRAVEL 2" MULCH 18" StormMix™ MEDIA 10'-0" 1' BASE SLAB 3'3' GRAVEL BACKFILL FOR WALLS TREATMENT VAULT DRAIN SEE DETAIL THIS SHEET 18" TOPSOIL TYPE A, SEE TREATMENT VAULT DRAIN TYPICAL SECTION THIS SHEET 6" COMPACTED DEPTH CSTC MAINTENANCE ACCESS ROAD SHOULDER. SEE SHEET C510 FOR DETAILS 9" 6" 2" 8" 4" NOTES: 1.FINAL SIZE AND PLACEMENT OF DISSIPATION ROCK TO BE DETERMINED BY CONTRACTOR, SEE SPECIAL PROVISIONS 7-05 FOR TREATMENT VAULT. 2.DISSIPATION ROCK TO BE PLACED BENEATH EACH 4" HIGH 3' WIDE INLET WINDOWS. 3.DISSIPATION ROCK TO BE WSDOT 8" STREAMBED COBBLES, OR APPROVED EQUAL. 8" X 3' STAINLESS STEEL SOLID PLATE ABOVE WINDOW 6" X 36" WINDOW ADJUSTABLE STEEL PLATE TO REDUCE 6" X 36" WINDOW AS NEEDED [DOWN TO 4" X 36"] DISSIPATION ROCK OTAK 33201.A SHEET: 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com © 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG Plotted: Aug 28, 2023 - 6:27pm K:\Project\33200\33201A\CADD\ACAD\Dwg\C412-C414.dwg Layout Name: C414NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C414 26 TREATMENT VAULT DETAILS R-408026 TREATMENT VAULT DETAILS SCALE: 1"=2' SECTION D-D SCALE: 1"=2' DETAIL 2 - DISTRIBUTION PLATES SCALE: 1"=1' DETAIL 1 - INVERTED TRENCH BioPod Underground 20'-0" X 224'-0" 3-Sided Box Trench (OR APPROVED EQUAL) Treatment Flow Rate: 12.65 cfs Peak Flow Rate: 17.6 cfs TREATMENT VAULT DRAIN TYPICAL SECTION TREATMENT VAULT DRAIN DETAIL SCALE: 1"=1' DETAIL 3 - DISSIPATION ROCK 08/28/2023 08/28/2023 XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X 1 1 1 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP WD WD WD WD WD WD WD WD 10+00 11+00 12+00 13+00 1 4 + 0 0 ACCESS ROAD 1 5 LOC K ING PO S T STA 10+00.00, 13.50 LT AP 3 STA 10+00.00, 13.50 RT AP3 STA 10+25.21, 13.50 RT PT3 STA 13+59.55, 6.00 RT PC12 STA 12+96.00, 12.74 LT PT3 STA 10+55.71, 44.00 RT PC, EL 329.483 STA 10+55.63, 62.25 RT AP, EL 329.663 STA 11+15.21, 13.50 RT PC END12 11 BEGIN STA 10+84.63, 44.00 RT PT, EL 329.12 12 STA 13+00.06, 13.19 RT PT END11 12 BEGIN 320330316318322324326328332334 336 3 3 8 1 6 STA 9+97.50, 59.86 RT AP4 STA 10+11.06, 80.69 RT AP4 STA 9+97.50, 16.00 LT AP4 STA 13+35.98, 40.47 LT END4 324 326 328 2 4 STA 14+12.94, 34.43 LT4 STA 14+12.14, 9.77 LT4 STA 11+20.21 13.50 RT END11 BEGIN10 STA 12+93.64 13.50 RT END10 11 BEGIN STA 10+86.13, 34.32 RT EL 329.00 12 14 L 47.909, R 30.500 D 90.0000 L 47.909, R 30.500 D 90.0000 L 51.370, R 54.685 D 53.8225 L 66.659, R 70.000 D 54.5611 33 2 3 3 4 3 3 6 3 3 8330 3323 3 4 3363 3 8 STA 10+84.63, 62.37 RT AP, EL 329.33 END3 12 BEGIN STA 13+43.87, 6.39 LT PC 3 310 315 320 325 330 335 340 345 310 315 320 325 330 335 340 345 10+00330.00315.010+20329.80315.010+40329.60315.010+60329.40315.010+80329.20315.011+00329.00315.011+20328.80315.011+40328.60315.011+60328.40315.011+80328.24315.012+00328.39315.012+20328.57315.012+40328.76315.012+60328.94315.012+80329.13315.013+00329.31315.013+20329.50322.113+40329.68330.613+60329.88336.513+80330.40336.1STA = 10+00.00ELEV = 330.00LOW PT STA: 11+80.29 LOW PT ELEV: 328.24 PVI STA:11+80.00 PVI ELEV:328.20 K:8.00 LVC:15.41 BVCS: 11+72.29BVCE: 328.28EVCS: 11+87.71EVCE: 328.27LOW PT STA: 13+56.38 LOW PT ELEV: 329.83 PVI STA:13+74.22 PVI ELEV:330.00 K:8.00 LVC:35.67 BVCS: 13+56.38BVCE: 329.830.93%-1.00%STA = 10+00.00ELEV = 330.00LOW PT STA: 11+80.29 LOW PT ELEV: 328.24 PVI STA:11+80.00 PVI ELEV:328.20 K:8.00 LVC:15.41 BVCS: 11+72.29BVCE: 328.28EVCS: 11+87.71EVCE: 328.27LOW PT STA: 13+56.38 LOW PT ELEV: 329.83 PVI STA:13+74.22 PVI ELEV:330.00 K:8.00 LVC:35.67 BVCS: 13+56.38BVCE: 329.830.93%-1.00% STAGE 2 FINISHED GRADE STAGE 1 FINISHED GRADE STAGE 1STAGE 2OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:41SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C501-C502.GZJ LD\RXW NDPH: C501NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 20 0 20 40 5 0 5 10VERT HORZ CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 . CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 INSTALL 6-FT TALL BLACK VINYL CHAIN LINK FENCE PER COR STD PLAN 234.60 AND 234.70. INSTALL SWING GATE PER DETAIL ON SHEET C510. INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BETWEEN CURB AND TREATMENT VAULT. RELOCATE EXISTING UTILITY PRIOR TO CONSTRUCTION. LIGHT POLE MUST BE REPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND PLACED ON CONCRETE PAD PER COR STD PLAN 120. EXISTING LIGHT TO BE RETURNED TO MAINTENANCE FACILITY. COORDINATE WITH ERIC CUTSHALL. CONSTRUCT SIDEWALK PER COR STD PLAN 102. REPLACE EXISTING CONCRETE SIDEWALKS FROM EXPANSION JOINT TO JOINT. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN 104.4 AND ENLARGED PLAN ON SHEET C510. CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTER AND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. INSTALL POWER CONDUIT AND TYPE 1 JUNCTION BOX TO EXISTING POWER CONDUIT FOR NEW LIGHT POLE. CONDUIT SHALL BE 4-INCH DIAMETER SCHEDULE 80 PVC. CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BE CONSTRUCTED PER COR STD PLAN 101. TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH. REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH AND EXISTING GRADE CROSS SLOPE. TRANSITION CROSS SLOPE OF MAINTENANCE ACCESS ROAD FROM STA 15+71 TO STA 16+00 TO FROM TYPICAL MAINTENANCE ACCESS SECTION PER SHEET C510 TO MATCH DRIVEWAY ENLARGED GRADING PLAN PER SHEET C510. INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONS SECTION 8-12. INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIAL PROVISIONS SECTION 8-12. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. MATCH EXISTING CURB FROM EXPANSION JOINT TO JOINT. INSTALL 2" OVERLAY OF CLASS B ASPHALT PAVEMENT. ASPHALT OVERLAY SHALL APPLY TO ENTIRE LANE WIDTH. SEE SHEET C510 FOR OVERLAY LIMITS. CONSTRUCTION NOTES GENERAL NOTES 1.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE NOTED. 2.ALL DIMENSIONS, STATION AND OFFSET REFERENCES ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 C501 27R-408027 MAINTENANCE ACCESS ROAD PLAN AND PROFILE 08/28/2023 08/28/2023 XXXXP P XXXS SS MH 48 CONC RIM 342.20 10 PVC (N) IE 335.00 10 PVC (S) IE 334.80 16 C PC C C SPEED 25GRASSCONC. SIDEWALKGRASSDRIVEWAY7 CHAINLINK FENCE TVTVTVTVTVTVTVTVTVTV TV TVTVWWWWWWWSDSDSDSDSSSSSSSSSSSSOHPOHPOHPOHPTVPPPPPPPPTVTV TVTVTVTVTVPPTVTVTVTVTVPP PPPPPPTVTVTVTVTV2 DUCT BANKS2 DUCT BANKS3 DUCT BANKS3 DUCT BANKSATP-03 ATP-04 AHA-01AHA-02 68 12 6 14+00 15+00 16+00 16+80 4H : 1V1 2 5LOCKING POST STA 15+06.22, 6.00 RT AP12 STA 15+10.25, 6.00 LT AP3 STA 15+90.65, 14.11 LT AP, EL 340.79173 FULL DEPTH JOINT STA 14+11.08, 10.35 RT AP 4 9 7 STA 14+12.94, 34.43 LT4 STA 14+12.14, 9.77 LT4 8 13 STA 15+99.24, 28.02 LT BEGIN 18 STA 15+97.38, 22.39 RT18 STA 16+07.56, 22.76 RT18L 51.370, R 54.685 14 8 16 8 STA 16+59.23, 24.89'RT BEGIN MATCH EXIST. 20 STA 16+59.72, 12.90'RT END MATCH EXIST. 20 STA 16+15.05, 23.08 RT BEGIN MATCH EXIST. 20 STA 16+17.20, 26.88'LT BEGIN MATCH EXIST. 20 STA 15+71.28, 5.11 RT AP, EL 340.471712 STA 15+90.65, 5.90 RT EL 340.891712 STA 15+71.28, 12.16 LT EL 340.82173 STA 16+00.65, 13.70 LT EL 340.68173 STA 15+99.82, 6.29 RT EL 341.051715 STA 15+98.81 16.28 LT END18 19 BEGIN STA 15+97.89 8.71 RT END19 18 BEGIN STA 16+06.11, 50.39 RT END 18 332 334 336 338 34021 315 320 325 330 335 340 345 315 320 325 330 335 340 345STA = 16+16.59ELEV = 340.61HIGH PT STA: 15+91.81 HIGH PT ELEV: 340.99 PVI STA:15+83.10 PVI ELEV:341.25 K:5.00 LVC:36.44 BVCS: 15+64.88BVCE: 340.27EVCS: 16+01.32EVCE: 340.90LOW PT STA: 13+56.38 LOW PT ELEV: 329.83 PVI STA:13+74.22 PVI ELEV:330.00 K:8.00 LVC:35.67 EVCS: 13+92.05EVCE: 330.965.39% -1.90% 13+80330.40336.114+00331.39335.714+20332.47335.714+40333.54336.514+60334.62337.114+80335.70337.615+00336.77338.215+20337.85338.815+40338.93339.315+60340.01339.615+80340.85340.116+00340.93341.116+20 16+40 16+60 STAGE 2 FINISHED GRADE STAGE 1 FINISHED GRADE STAGE 1STAGE 2OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:41SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C501-C502.GZJ LD\RXW NDPH: C502NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 20 0 20 40 5 0 5 10VERT HORZ CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 . CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 INSTALL 6-FT TALL BLACK VINYL CHAIN LINK FENCE PER COR STD PLAN 234.60 AND 234.70. INSTALL SWING GATE PER DETAIL ON SHEET C510. INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BETWEEN CURB AND TREATMENT VAULT. RELOCATE EXISTING UTILITY PRIOR TO CONSTRUCTION. LIGHT POLE MUST BE REPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND PLACED ON CONCRETE PAD PER COR STD PLAN 120. EXISTING LIGHT TO BE RETURNED TO MAINTENANCE FACILITY. COORDINATE WITH ERIC CUTSHALL. CONSTRUCT SIDEWALK PER COR STD PLAN 102. REPLACE EXISTING CONCRETE SIDEWALKS FROM EXPANSION JOINT TO JOINT. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN 104.4 AND ENLARGED PLAN ON SHEET C510. CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTER AND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. INSTALL POWER CONDUIT AND TYPE 1 JUNCTION BOX TO EXISTING POWER CONDUIT FOR NEW LIGHT POLE. CONDUIT SHALL BE 4-INCH DIAMETER SCHEDULE 80 PVC. CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BE CONSTRUCTED PER COR STD PLAN 101. TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH. REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH AND EXISTING GRADE CROSS SLOPE. TRANSITION CROSS SLOPE OF MAINTENANCE ACCESS ROAD FROM STA 15+71 TO STA 16+00 TO FROM TYPICAL MAINTENANCE ACCESS SECTION PER SHEET C510 TO MATCH DRIVEWAY ENLARGED GRADING PLAN PER SHEET C510. INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONS SECTION 8-12. INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIAL PROVISIONS SECTION 8-12. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. MATCH EXISTING CURB FROM EXPANSION JOINT TO JOINT. INSTALL 2" OVERLAY OF CLASS B ASPHALT PAVEMENT. ASPHALT OVERLAY SHALL APPLY TO ENTIRE LANE WIDTH. SEE SHEET C510 FOR OVERLAY LIMITS. CONSTRUCTION NOTES GENERAL NOTES 1.STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE NOTED. 2.ALL DIMENSIONS, STATION AND OFFSET REFERENCES ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 C502 28 MAINTENANCE ACCESS ROAD PLAN AND PROFILE R-40802808/28/2023 08/28/2023 2% 4 51 2 2% 3 2% WIDTH VARIES PER SHEETS C501 AND C502, MIN. 6 WIDTH VARIES PER SHEETS C501 AND C502, MIN. 6 VARIES, 2 MIN. S OR SE TREATMENT VAULT OR EDGE OF PERMANENT EASEMENT N OR NW INFILTRATION CHAMBER GALLERY OR EDGE OF PERMANENT EASEMENT 8 2% 4 SLOPE VARIES, PER SHEETS C501 AND C502 2 6 7 9 9 P16CCCC8 CMP (E) IE 336.38 PPP P PPP PP8.00'36.00' 15.67'13.32'16+00STA 15+99.16, 22.45 RT EL 341.62 STA 16+07.16, 22.73 RT EL 341.53 STA 16+15.10, 23.05 RT TBC, EL 341.48 (MATCH EXIST.) STA 16+15.47, 14.94 RT TBC, EL 341.38 STA 15+99.82, 6.28 RT EL 341.05 STA 16+00.23, 3.71 LT EL 340.86 STA 16+07.81, 6.61 RT EL 340.89 STA 16+00.65, 13.70 LT EL 340.68 STA 16+15.80, 6.94 RT EL 340.75 STA 16+00.98, 21.69 LT EL 340.91 STA 16+08.64, 13.37 LT EL 340.54 STA 16+01.22, 27.51 LT EL 341.00 STA 16+17.20, 26.86 LT TBC, EL 340.64 (MATCH EXIST.) STA 16+16.96, 21.07 LT TBC, EL 340.75 STA 16+09.20, 27.11 LT EL 340.92 STA 15+99.49, 14.37 RT EL 341.54 STA 16+16.63, 13.04 LT EL 340.39 MONROE AVE NE DRIVEWAY PAY LIMITS 8.00'21.18'7.90'6 1 2 SLOPE VARIES PER SHEET C501CURB 10 1 2 R 13 R 12 2 4 4' MIN. TROWELED TRANSITION FROM CEMENT CONCRETE TRAFFIC CURB TO MODIFIED ROLLED CURB 4" 12" 18" 6" NOTES: 1.ALIGN BACK OF VERTICAL, TRANSITION, AND ROLLED CURB. CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 CEMENT CONCRETE ROLLED CURB AND GUTTER TRANSITION SECTION (PAYMENT UNDER CEMENT CONCRETE VERTICAL CURB AND GUTTER) 5.5" 12" 12" 5'-0" TRAN SI TI O N FULL EXPANSION JOINT BACK OF CURB 6" 12"R 13"R FULL EXPANSION JOINT OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:42SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?C510.GZJ LD\RXW NDPH: C510NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CONSTRUCTION NOTES 6 COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BENEATH PAVEMENT AND CURB. 4 COMPACTED DEPTH HMA, CLASS 12 PG 58H-22. CEMENT CONCRETE CURB AND GUTTER. CURB TYPE PER SHEET C501 - C502. FINISHED GRADE NOT STEEPER THAN 3H:1V UNLESS OTHERWISE STATED. NON-INFILTRATION MATERIAL OR 6 DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3). 18 TOPSOIL TYPE A PER DETAIL ON SHEET L702. CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) OR 18 TOPSOIL TYPE A FOR PLANTED AREAS. SEE SHEET L701 FOR PLAN VIEW LOCATION OF SHOULDER SURFACING. CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. 6 COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) MAINTENANCE ACCESS ROAD SHOULDER, LIMITS PER PLAN. 1 2 3 4 5 C510 29R-408029 MAINTENANCE ACCESS ROAD SECTIONS AND DETAILS CONSTRUCTION NOTE: KEEP GATE SUPPORTED AT BOTH ENDS AT ALL TIMES, EXCEPT FOR SWINGING BETWEEN LOCKING POSTS 22 LOCKING PIPE POST 4" I.P.S. STD. WT. SEE NOTE 7OUTER PIPE=4" I.P.S. STD. WT. (4-1/2" O.D.) 6 -0 MIN. INNER HINGE PIPE=3-1/2" I.P.S. CARBON STEEL SCHED. 80(XH) (4" O.D.) 5 -0 MIN. 1 -0 ‘ MIN. SEE NOTE 3 SEE NOTE 3 3 -6SEE NOTE 5 SEE NOTE 6 2 -0 ‘ MIN. NOTES: 1.SWING GATE TO BE FURNISHED AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER PRIOR TO FABRICATION. 2.PAINT ALL FIELD WELDS WITH GALVCON. 3.CONCRETE SHALL BE CLASS 4000. SLOPE TOP OF CONCRETE TO DRAIN AWAY FROM POST. 4.DO NOT INSTALL GATE UNTIL CONCRETE FOOTING HAS CURED 7 DAYS. 5.CONTRACTOR SHALL INSTALL 8 FOOT LONG x 2" WIDE RED/WHITE STRIPED REFLECTIVE TAPE CENTERED ON BOTH SIDES OF SWING ARM. 6.CONTRACTOR SHALL INSTALL SIGN READING "CITY OF RENTON MAINTENANCE ACCESS ONLY" TO ENTRANCE SWING GATE. SIGN DIMENSION, LETTERING, AND COLOR PER DETAIL ON THIS SHEET. SIGN SHALL BE ATTACHED TO GATE ARM WITH GALVANIZED STEEL HARDWARE. 7.ADDITIONAL LOCKING PIPE POST REQUIRED AT EACH GATE ENTRANCE TO ALLOW FOR SECURING GATE IN OPEN POSITION. LOCATION PER SHEET C502. 12" CITY OF RENTON MAINTENANCE ACCESS ONLY NOTES: 1.SIGN SHALL BE FURNISHED INSTALLED WITH DIMENSIONS, COLOR, AND LETTERING PER WSDOT SIGN FABRICATION MANUAL AND SIGN DETAIL R10-18. 2.SIGN SHALL READ TEXT SHOWN IN DETAIL. 24" SUPPORT PIPE=3-1/2" I.P.S. CARBON STEEL SCHED. 80(XH) (4" O.D.) NOTES: 1.DRIVEWAY ENTRANCE AND CURB AND GUTTER SHALL BE PER COR STD PLAN 104.4 AND 104.2. CONCRETE APRON SHALL BE 8-FOOT IN WIDTH, BEHIND EXISTING CURB TO MEET COR STREET STANDARDS. THIS ALLOWS FOR FUTURE 8-FOOT WIDTH PLANTER AND 8-FOOT SIDEWALK BY OTHERS. 2.DRIVEWAY ENTRANCE AND SIDEWALK SHALL BE CONSTRUCTED PER THE DIMENSIONS AND ELEVATIONS SHOWN ABOVE. NTS MAINTENANCE ACCESS ROAD SECTION NTS SIGN DETAIL NTS SWING GATE SCALE: 1"=10' DRIVEWAY ENTRANCE - ENLARGED PLAN DETAIL NOTES: 1.ROLLED CURB AND GUTTER TO MATCH POSITIVE SUPERELEVATION NTS CEMENT CONCRETE ROLLED CURB DETAIL NTS CURB TRANSITION DETAIL 6 7 NOTES: 1.CROSS SLOPE SHALL VARY FROM STATION 15+71- 16+00 IN ORDER TO TIE INTO THE BACK OF DRIVEWAY ENTRANCE. SPOT ELEVATIONS PER SHEET C502. 8 2" OVERLAY OF CLASS B ASPHALT SHALL APPLY TO ENTIRE LANE-WIDTH 9 08/28/2023 08/28/2023 OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:42SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?S601-S602.GZJ LD\RXW NDPH: 27 S601S601 30R-408030 GRATED VAULT TOP PLAN RDRDRD OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:42SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?S601-S602.GZJ LD\RXW NDPH: 30 S602S602 31R-408031 GRATED VAULT TOP DETAILS RDRDRD OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:42SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?S601-S602.GZJ LD\RXW NDPH: 31 S603S603 32R-408032 GRATED VAULT TOP DETAILS RDRDRD NOTES: 1.PLAN STATION AND OFFSET MEASURED TO WALL CONTROL LINE AT INSIDE FACE OF WALL. 2.AGGREGATES SHALL BE PLACED AND COMPACTED PER SPECIAL PROVISION 2-03. 3.GRAVITY BLOCK, GEOTEXTILE FABRIC, INFILTRATION GRAVEL, AND NON-INFILTRATION MATERIAL SHALL BE PLACED PER DETAIL. GRAVITY BLOCK WILL BE PLACED FIRST, AFTER WHICH AGGREGATES AND GEOTEXTILE FABRIC SHALL BE PLACED TO A MAXIMUM ELEVATION OF THE TOP OF BLOCK. A LIFT CONSISTING OF ONE BLOCK, ITS SURROUNDING AGGREGATE, AND GEOTEXTILE FABRIC MUST BE PLACED AND FULLY COMPACTED PRIOR TO THE PLACEMENT OF THE SUBSEQUENT LIFT. 4.GRAVITY BLOCK WALL SHALL BE CONSTRUCTED TO MATCH THE PLAN VIEW LIMITS SHOWN ON SHEET C301 AND TO A HEIGHT OF 25 FEET AS SHOWN ON SHEET C302. 5.THE GRAVITY BLOCK WALL WILL BE CONSTRUCTED CONCURRENTLY WITH FILL MATERIAL PLACEMENT ON EACH SIDE. THE MAXIMUM ALLOWABLE UNBALANCED SOIL HEIGHT ON EITHER SIDE OF THE WALL SHALL NOT EXCEED 2 FEET. INFILTRATION FACILITY MANIFOLD STUB-OUT, 24" DIAM. SD. LENGTH VARIES 18" MIN. SEPARATION 2.00'SUMPINFILTRATION GRAVEL PER SPECIAL PROVISIONS 2-03 AND 9-03.16 INFILTRATION GRAVEL PER SPECIAL PROVISIONS 2-03 AND 9-03.16 18" TOPSOIL TYPE A PER DETAIL ON SHEET L702 GRAVEL BORROW PER WSDOT STD SPEC. 9-03.14(01), COMPACTED PER WSDOT STD. SPEC 2-03.3(14)C, METHOD B UNDER LANDSCAPING GRAVITY BLOCK (TYP.) MAINTENANCE ACCESS ROAD PER SECTION ON SHEET C510 INFILTRATION FACILITY MANIFOLD PIPE, 24" DIAM SD. INFILTRATION FACILITY ISOLATOR ROW BOTTOM OF CHAMBERS=315 TOP OF GRAVITY BLOCK WALL=314.5 IE OUT = 315.19 TYPE 2, MANIFOLD CB (TYP.) GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) SUMP=313.19 NON-INFILTRATION MATERIAL COMPACTED PER SPECIAL PROVISIONS 2-03. GEOTEXTILE ELEVATION=314 IE IN = 315.19 2.50'(TYP.)1.00' 2.50' (TYP.) 6" THICK CRUSHED SURFACING TOP COURSE LEVELING PAD NON-INFILTRATION MATERIAL PER SPECIAL PROVISIONS 2-03. SELECT BORROW PER SPECIAL PROVISIONS 2-03 AND 9-03.14(2) WALL CONTROL LINE GEOTEXTILE FABRIC, NON-WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT STD. SPEC 9-33.2(1) GRAVITY BLOCK, INFILTRATION GRAVEL, AND NON-INFILTRATION MATERIAL SHALL BE PLACED AS DESCRIBED IN NOTE 3 BOTTOM OF WALL, ELEVATION 289.5 LIMITS OF GRAVITY BLOCK WALL LIFT (TYP.) 1.00' VERTICAL WALL - NO BATTER GRAVEL BORROW PER WSDOT STD SPEC. 9-03.14(01), COMPACTED PER WSDOT STD. SPEC 2-03.3(14)C, METHOD C UNDER ACCESS ROAD 6" THICK CRUSHED SURFACING TOP COURSE LEVELING PAD SELECT BORROW PER SPECIAL PROVISIONS 2-03 AND 9-03.14(2) EXISTING NATIVE MATERIAL GRAVITY BLOCK (TYP.) STAGE 1 EXISTING GRADE (1.5H:1V) FILL BETWEEN EXISTING NATIVE MATERIAL AND GRAVITY BLOCK WITH COMPACTED CSTC PER WSDOT STD. SPEC 9-03.9(3) (TYP.)2.50'(TYP.)5.0' (TYP.) 2.5' MIN. OVERLAP OF GRAVITY BLOCK OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:43SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?S604.GZJ LD\RXW NDPH: S604NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. R-408033 S604 33 GRAVITY BLOCK WALL DETAILS NTS GRAVITY BLOCK WALL TYPICAL SECTION NTS GRAVITY BLOCK SLOPE KEY-IN DETAIL RDRDRD OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 28, 2023 - 12:43SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?S605.GZJ LD\RXW NDPH: S605S605 34R-408034 LUMINAIRE FOUNDATION DETAILS RDRDRD 102 103 111 P C PC SD CB TYPE 1 RIM 345.76 8 CMP (W) IE 343.81 SUMP 342.26 D SD MH 60 CONC RIM 345.96 8 CMP (E) IE 339.96 18 CPP (W) IE 339.36 8 CMP (W) IE 340.18 36 CMP (N) IE 332.56 36 CMP (S) IE 332.56 SD CB TYPE 1 RIM 345.84 8 CMP (E) IE 342.42 SUMP 340.74 D SD MH TYPE 2 RIM 345.59 18 CPP (W) IE 337.24 36 CMP (N) IE 332.89 36 CMP (S) IE 332.69 S SS MH 48 CONC RIM 342.20 10 PVC (N) IE 335.00 10 PVC (S) IE 334.80 16 C PC C C RIM 340.13 8 CMP (W) IE 335.98 8 CMP (E) IE 335.98 36 CMP (N) IE 333.05 36 CMP (S) IE 332.95 S SS MH RIM 347.79 10 PVC (N) IE 334.09 10 PVC (S) IE 333.89 AB-03 MONROE AVENUE NE4 CHAINLINK FENCE7 CHAINLINK FENCE 7 CHAINLINK FENCE 7 CHAINLINK FENCE7 CHAINLINK FENCE7 CHAINLINK FENCEJERSEY BARRIERSJERSEY BARRIERSGGGGGGGGGGGGGGGPPPP TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV WWWWWWWWWWWWWWSD SD SDSDSDSDSDSDSDSDSDSSSSSSSSSSSSSSSSSSSSSSSS36 CMP10 PVC36 CMP18 CPP 18 C P P 8 CMP 8 CMPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEL 380.68 EL 377.07 JEFFERSON AVENUE NEPPPPPPPPPPPPPPPPTV TVTVTVTVTVTVTVTVTVTVTVTVTVPTVTVTVTVTVP PPPPPPPPPPPPPPPPTVTVTVTVTVTVTVTVTVTVTVTVTVTVPPPPPTVTVTVTVPPPATP-03 ATP-04 AHA-01AHA-02 22 CPP IE 308.60 18 CPP IE 314.13 3 4 6 344 342 330 334 68 12 6 115 XXXXXXXXXXX X XXXXXXXXXXXP XXSSSSOTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 24, 2023 - 5:12SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?L701.GZJ LD\RXW NDPH: 32 L701NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. L701 35 LANDSCAPE PLAN R-408035 SCALE IN FEET 30 0 30 60 CONSTRUCTION NOTES 1 LEGEND CALOCEDRUS DECURRENS / CALIFORNIA INCENSE CEDAR ROOT BARRIER, SEE L702 FOR DETAIL DROUGHT TOLERANT SHRUB PLANTING SEE L702 FOR PLANTING LAYOUT PLAY FIELD SEED MIX SEE L702 FOR SEED MIX COMPOSITION 1.NO HOLLYWOOD JUNIPERS OR GRAY GLEAM JUNIPERS SHALL BE PLANTED WITHIN A 5' BUFFER OF ANY STRUCTURE OR PAVEMENT. 2.SEE LANDSCAPE DETAILS ON SHEETS L702. GENERAL NOTES 2 GRATED VAULT TOP PLAY FIELD SEED MIX 3 CALIFORNIA INCENSE CEDAR 4 ROOT BARRIER 5 DROUGHT TOLERANT SHRUB PLANTING KBLMLM STATE O F WA SHI N GTONLIND S A Y M A R T I NLICENS E D LANDSCA P E A R C H ITECTNO. 1 580 EXP . 0 6 /1 3 /202308/28/2023 TREE PLANTING CALOCEDRUS DECURRENS / CALIFORNIA INCENSE CEDAR 38 6 HT DROUGHT TOLERANT SHRUB PLANTING 32,060 SF CISTUS CORBARIENSIS / WHITE ROCKROSE 750 2 GAL JUNIPERUS CHINENSIS TORULOSA / HOLLYWOOD JUNIPER 36 5 GAL JUNIPERUS COMMUNIS COMPRESSA / PYRAMIDAL COMMON JUNIPER 1,443 2 GAL JUNIPERUS HORIZONTALIS BLUE CHIP / BLUE CHIP JUNIPER 214 2 GAL JUNIPERUS SABINA TAMARISCIFOLIA / TAMARIX JUNIPER 303 2 GAL JUNIPERUS SCOPULORUM GRAY GLEAM / GRAY GLEAM JUNIPER 143 5 GAL PLAY FIELD SEED MIX 101,630 SF 45%LOLIUM PERENNE PERENNIAL RYEGRASS 25%POA PRATENSIS KENTUCKY BLUEGRASS 15%LOLIUM PERENNE PERENNIAL RYEGRASS 15%FESTUCA RUBRA CHEWINGS FESCUE SEEDING RATE: 10 LBS. / 1,000 SQUARE FEET PRO TIME PT 309 SUPREME MIX IS THE BASIS OF DESIGN FOR THIS SEED MIX OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PORWWHG: AXJ 24, 2023 - 5:12SP K:?PURMHFW?33200?33201A?CADD?ACAD?DZJ?L702-L703.GZJ LD\RXW NDPH: 33 L702NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. L702 36 LANDSCAPE DETAILS R-408036 NOT TO SCALE DROUGHT TOLERANT SHRUB PLANTING LAYOUT HOLLYWOOD JUNIPERBLUE CHIP JUNIPER WHITE ROCKROSE GRAY GLEAM JUNIPER CALIFORNIA INCENSE CEDAR TAMARIX JUNIPER 4-MAN LANDSCAPE BOULDER 3-MAN LANDSCAPE BOULDER NOT TO SCALE TOPSOIL TYPE A PREPARATION DETAIL PLANT SCHEDULE NOT TO SCALE TREE PLANTING, SHRUB PLANTING, LANDSCAPE BOULDER, AND ROOT BARRIER DETAIL COMPACT IN 6" LIFTS PARALLEL TO FINISH GRADE. COMPACT SOIL UNTIL A FOOTPRINT DOES NOT EXCEED 1" DEPTH. TOPSOIL TYPE A GRAVEL BACKFILL FOR WALLS FINISH GRADE NOTES: 1.DEPTH OF TOPSOIL TYPE A VARIES IN DROUGHT TOLERANT SHRUB AREAS. SEE C302 FOR DEPTHS. 2.18" TOPSOIL TYPE A DEPTH PARALLEL TO FINISH GRADE IN PLAY FIELD AREA. SEE SHEETS C302-303 FOR SUBGRADE DEPTH LANDSCAPE BOULDER, PER SPECIAL PROVISIONS 8-20. BURY 1/3 DEPTH OF LANDSCAPE BOULDER INTO FINISHED GRADE (TYP.) ROCK CLASS (-MAN)ROCK WEIGHT (LBS)AVERAGE LONGEST DIMENSION (INCHES) 3 700 TO 2,000 28 - 36 4 2,000 TO 4,000 36 - 48 LANDSCAPE BOULDERS NORTH FENCE LINE 36" DEPTH TOPSOIL TYPE A SET ROOT CROWN TO BE 1"-2" ABOVE FINISH GRADE. KEEP MULCH CLEAR OF TREE OR SHRUB BASE. MULCH 3" DEPTH IN ALL DROUGHT TOLERANT SHRUB PLANTING AREAS (KEEP MULCH CLEAR OF SHRUB BASE) FINISHED GRADE 36" DEPTH ROOT BARRIER PLAY FIELD SEED MIX 18" DEPTH TOPSOIL TYPE A SET ROOTBALL ON SUBGRADE. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKETS.) TREES (AS SPECIFIED)SET ALL PLANTS PLUMB 1' - 6" 1:1 MAX SLOPE 3:1 TYP SLOPE 4" HIGH X 8" WIDE ROUND-TOPPED SOIL BERM, CENTERED ON DOWNHILL SIDE OF ROOTBALL. BERM SHALL BEGIN AT ROOTBALL PERIPHERY. SHRUB PLANTINGS (AS SPECIFIED) NO HOLLYWOOD JUNIPERS OR GRAY GLEAM JUNIPERS SHALL BE PLANTED WITHIN A 5' BUFFER OF ANY STRUCTURE OR PAVEMENT.5'PYRAMIDAL COMMON JUNIPER GRAVEL BORROW 12" DEPTH GRAVEL BACKFILL FOR WALLS STORMWATER INFILTRATION FACILITY KBLMLM STATE O F WA SHI N GTONLIND S A Y M A R T I NLICENS E D LANDSCA P E A R C H ITECTNO. 1 580 EXP . 0 6 /1 3 /202308/28/2023