Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zR-4080set
CITY OF RENTON, WASHINGTON NRIDE CONTACT PERSONNEL NAME AGENCY PHONE 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 DEPARTMENT OF ECOLOGY State of Washington DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 FUNDED IN PART BY WASHINGTON STATE DEPARTMENT OF ECOLOGY AVE I I NE INFILTRATION AGILITY City Project No. SWP.27-4080 RECORD DRAWINGS - MARCH 2O25 NE 4TH ST QI F_T_ LU �a col zLL LL PROJECT � LOCATION W i � - J I llf , ri J PROJECT LOCATION 4. NEZNOST LOCATION MAP NOT TO SCALE VICINITY MAP Otak 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com INDEX OF DRAWINGS SHEET # SHEET TITLE DESCRIPTION 1 C001 COVER SHEET 2 C002 LEGEND, ABBREVIATIONS, & GENERAL NOTES 3 C003 SITE KEY PLAN AND PROJECT OVERVIEW 4 C004 CONSTRUCTION SEQUENCING 5 C101 SURVEY CONTROL PLAN 6 C102 SURVEY CONTROL PLAN 7 C103 PRE -CONSTRUCTION SITE CONDITIONS 8 C104 STAGE 1 SITE LOGISTICS PLAN 9 C105 STAGE 2 SITE LOGISTICS PLAN 10 C201 STAGE 1 TESC AND DEMOLITION 11 C202 STAGE 1 TESC AND DEMOLITION 12 C203 STAGE 1 TESC DETAILS 13 C204 STAGE 2 TESC AND DEMOLITION 14 C301 STORMWATER INFILTRATION FACILITY PLAN 15 C302 STORMWATER INFILTRATION FACILITY SECTION 16 C303 STORMWATER INFILTRATION FACILITY SECTION 17 C310 STORMWATER INFILTRATION FACILITY DETAILS 18 C401 SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN 19 C402 SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN 20 C403 SITE DRAINAGE PROFILES 21 C404 SITE DRAINAGE PROFILES 22 C410 TYPICAL STRUCTURE PLACEMENT DETAIL 23 C411 HYDRODYNAMIC SEPARATOR DETAILS 24 C412 FLOW SPLITTER VAULT AND INFILTRATION CHAMBER MANIFOLD VAULT DETAILS 25 C413 TREATMENT VAULT DETAILS 26 C414 TREATMENT VAULT DETAILS 27 C501 MAINTENANCE ACCESS ROAD PLAN AND PROFILE 28 C502 MAINTENANCE ACCESS ROAD PLAN AND PROFILE 29 C510 MAINTENANCE ACCESS ROAD SECTIONS AND DETAILS 29A S600 STRUCTURES GENERAL NOTES 30 S601 GRATED VAULT TOP PLAN 31 S602 GRATED VAULT TOP DETAILS 32 S603 GRATED VAULT TOP DETAILS 33 S604 GRAVITY BLOCK WALL DETAILS 34 S605 LUMINAIRE FOUNDATION DETAILS 35 L701 LANDSCAPE PLAN 36 L702 LANDSCAPE DETAILS NOT TO SCALE SYMBOL LEGEND LINE AND HATCHING LEGEND ABBREVIATIONS W, EXISTING PROPOSED DESCRIPTION o COMMUNICATION RISER 0 COMMUNICATION MANHOLE COMMUNICATION VAULT © ® ELECTRICAL METER ® ELECTRICAL HANDHOLD 0 POWER MANHOLE ® POWER VAULT POWER TRANSFORMER GAS VALVE GAS METER ® GAS VAULT ® SEWER MANHOLE O CLEANOUT ® rly 0 CATCH BASIN (TYPE 1) 0 015 CATCH BASIN (TYPE 2) ® STORM DRAIN MANHOLE ® SUBSURFACE JUNCTION BOX m SURFACE JUNCTION BOX PEDESTRIAN POLE TRAFFIC POLE - _ TRAFFIC SIGNAL HEAD ® TRAFFIC SIGNAL CABINET LIGHT POLE ORNAMENTAL LUMINAIRE HEAD STREET LIGHT OR UTILITY POLE W/ LIGHT -0- UTILITY POLE C GUY ANCHOR ® WATER METER WATER VALVE ® WATER MANHOLE ® WATER VAULT JQ FIRE HYDRANT NCY FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE m IRRIGATION BOX • BOLLARD o MAIL BOX i SIGN TESTPIT MONITORING WELL SURVEY CONTROL POINT ® SURVEY MONUMENT XXXXX PROPERTY ADDRESS OR PARCEL NUMBER CONIFEROUS TREE DECIDUOUS TREE STUMP TREE REMOVAL STORM INLET PROTECTION HIGH WATER MARK FLOW ARROW INFILTRATION FACILITY CHAMBERS ` 0 EXISTING PROPOSED DESCRIPTION — — — — — — — — — — — TCE RIGHT OF WAY CENTERLINE RIGHT OF WAY MARGIN PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT PROPERTY LINE CITY BOUNDARY X X X CHAIN LINK FENCE WOOD FENCE 0 0 o W W WATER LINE SS SEWER LINE (<12") ------------- SEWER LINE (>12") SD STORM DRAIN LINE (<12") — — ---------------- STORM DRAIN LINE (>12") — — P P POWER LINE OHL AERIAL LINE G G GAS LINE FO COM FIBER OPTIC LINE COMMUNICATION LINE RAILING (GUARD/HAND) o U ------------------------- DRIVEWAY CUTS / HC RAMPS ------------------------- UNDERGROUND UTILITY STRUCTURES .......................................................... EDGE OF GRAVEL / DIRT — — — — — — — — — — — — — 98 INTERMEDIATE CONTOUR/GRADE LINE — -100- — 100 INDEX CONTOUR/GRADE LINE — • • — — • • — CLEARING/GRUBBING LIMITS — — — — — — — — — — — — — SAWCUT LINE SILT FENCE HVF HIGH VISIBILITY FENCE WATTLE —0- 0— [] UTILITY REMOVAL TREE PROTECTION/SAFETY RAIL PEDESTRIAN RAILING GEOTEXTILE REMOVALAREA HMA PAVEMENT CEMENT CONCRETE STABILIZED CONSTRUCTION ENTRANCE GEOGRID CRUSHED SURFACING TOP COURSE 2" CLASS B ASPHALT OVERLAY ae ° .' 4 ABBREVIATION NAME OR PHRASE ABBREVIATION NAME OR PHRASE AP ANGLE POINT PAV'T PAVEMENT APPROX. APPROXIMATE PC POINT OF CURVATURE ASSY ASSEMBLY PCC POINT OF COMPOUND CURVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS PCMS PORTABLE CHANGEABLE MESSAGE SIGN P.E. PLAIN END OR POLYETHYLENE BK. BACK PI POINT OF INTERSECTION BLDG BUILDING PP POLYPROPYLENE BOF BOTTOM OF FOOTING P PROPERTY OR PLATE BOW BOTTOM OF WALL PRC POINT OF REVERSE CURVE BRG BEARING PROP. PROPOSED BVCS BEGIN VERTICAL CURVE ELEVATION PSI POUND PER SQUARE INCH BVCE BEGIN VERTICAL CURVE STATION PT POINT OF TANGENCY OR POINT PVC POLYVINYL CHLORIDE CB CATCH BASIN PVI POINT OF VERTICAL INTERSECTION C.G. CENTER OF GRAVITY C.I.P CAST IN PLACE R RADIUS C CENTERLINE REF. REFERENCE QLR. CLEARANCE REINF. REINFORCED CMP CORRUGATED METAL PIPE RGS RIGID GALVANIZED STEEL CO CLEAN OUT RJ RESTRAINED JOINT COMM COMMUNICATION RT RIGHT CONC. CONCRETE R/W RIGHT-OF-WAY CONST. CONSTRUCTION CONT. CONTINUE OR CONTINUOUS S SOUTH COR CITY OF RENTON SD STORM DRAIN CPP CORRUGATED PLASTIC PIPE SDMH STORM DRAIN MANHOLE CPEP CORRUGATED POLYETHYLENE PIPE SE SOUTHEAST CSBC CRUSHED SURFACING BASE COURSE SHT SHEET CSTC CRUSHED SURFACING TOP COURSE SPA. SPACE OR SPACING CTRL CONTROL SPEC. SPECIFICATIONS SS SANITARY SEWER DI DUCTILE IRON SSMH SANITARY SEWER MANHOLE DIAM. DIAMETER STA. STATION DWG DRAWING STD STANDARD DWY DRIVEWAY STIRR. STIRRUPS SW SOUTHWEST E EAST SYMM. SYMMETRICAL EA EACH ELEV. OR EL. ELEVATION TBC TOP BACK OF CURB EMBED. EMBEDMENT TCE TEMPORARY CONSTRUCTION EASEMENT ESMT EASEMENT TEL TELEPHONE EVCE END VERTICAL CURVE ELEVATION TEMP. TEMPORARY EVCS END VERTICAL CURVE STATION TESC TEMP. EROSION & SEDIMENT CONTROL EXIST. EXISTING TOC TOP OF CURB EXP. EXPANSION TOW TOP OF WALL TYP. TYPICAL FD FOUND FG FINISH GRADE VERT. VERTICAL FIG. FIGURE FL FLOW LINE (ELEVATION) OR FLANGE W WEST FOC FACE OF CURB W/ WITH FT FOOT OR FEET WS WATER SURFACE FTG. FOOTING WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 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 SEE APPLICABLE DISCIPLINE FOR N NORTH NE NORTHEAST ADDITIONAL LEGEND NO. NUMBER NW NORTHWEST O.C. O.D. DESIGNER DRAWN BY CHECKED BY CITY OF RENTON PUBLIC WORKS • CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 NO. I REVISION COMMENTS I BY I REVIEWI DATE MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 ON CENTER OUTSIDE DIAMETER Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER LEGEND, ABBREVIATIONS, &GENERAL NOTES I C002 DRAWING NO. R-408002 I SHEET: 2 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. W, Mi m z m DESIGNER DRAWN BY CHECKED BY CD TT RG NO. REVISION COMMENTS I BY I REVIEW DATE CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com STORMWATER INFILTRATION FACILITY PRIMARY ISOLATOR ROWS D MAINTENANCE ACCESS ROAD HIGH -FLOW STORMWATER TRUNKLINE (TYP.), 36-INCH DIAMETER SD y I -� D FLOW SPLITTER VAULT HYDRODYNAMIC SEPARATOR VAULT I i 36-INCH DIAMETER SD I I 36-INCH DIAMETER S I D _ I I I I I II I � I I vD® DRIVE_ON . J DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE KEY PLAN AND PROJECT OVERVIEW I C003 DRAWING NO. R-408003 SHEET: 3 of 36 © 2023 OTAK, INC. MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com STORMWATER INFILTRATION FACILITY PRIMARY ISOLATOR ROWS D MAINTENANCE ACCESS ROAD HIGH -FLOW STORMWATER TRUNKLINE (TYP.), 36-INCH DIAMETER SD y I -� D FLOW SPLITTER VAULT HYDRODYNAMIC SEPARATOR VAULT I i 36-INCH DIAMETER SD I I 36-INCH DIAMETER S I D _ I I I I I II I � I I vD® DRIVE_ON . J DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE KEY PLAN AND PROJECT OVERVIEW I C003 DRAWING NO. R-408003 SHEET: 3 of 36 © 2023 OTAK, INC. RECOMMENDED CONSTRUCTION SEQUENCING INFILTRATION FACILITY SECTION BY STAGE H SCALE: 1 "=20', V SCALE: 1 "=5' DESIGNER I DRAWN BY I CHECKED BY CD I TT I RG a NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO. 3 CDD CDD 10/02/2023 N CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 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. LEGEND SELECT BORROW INFILTRATION GRAVEL UNDISTURBED NATIVE MATERIAL TOPSOIL TYPE A NON -INFILTRATION MATERIAL EXISTING FILL MATERIAL GRAVEL BORROW GRAVEL BACKFILL FOR WALLS DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 PROPOSED PERMANENT EASEMENT LINE NON -WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C, PER WSDOT STANDARD SPEC 9-33.2(1) {} MIRAFI FW402, OR APPROVED EQUAL, PER SPECIAL PROVISIONS SECTION 2-12. CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER CONSTRUCTION SEQUENCING I C004 DRAWING NO. R-408004 I SHEET: 4 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. NE 4 TH STREET 0107 i l i e f; a)I E z 5 5 R/W DISCOUNT TIRES I DISCOUNT TIRES ASSOCIA TED PARCEL 162305-9128 162305-9052 N: 180788.71 DESIGNER DRAWN BY CHECKED BY AJ AJ ST E Q NO. I REVISION COMMENTS I BY I REVIEW DATE M a s i 1 1 1 1 0 106 I I I i U-HAUL RENTALS AUTO REPAIR SHOP i 162305-9058 162305-9112 T8 a MATCHLINE SEE SHEET C102 A❑ R/W CHEVRON EXTRA MILE/ MCDONALDS 162305-9111 N: 180780.03 E: 1308712.98 15+00 16+00 14+00 L2 - - + CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com SURVEY NOTES 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (NAD 83/2011). PROJECT CONTROL WAS ESTABLISHED - - - - BY HOLDING WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS OYLR, SMAI & SAMM. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, ESTABLISHED BY HOLDING WSRN STATION OLYR HEIGHT = 25.006. 3. HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBINATION OF FIELD TRAVERSE AND RTK GPS WITH AN ACCURACY THAT MEETS OR EXCEEDS WAC 332-130-090. VERTICAL CONTROL WAS ESTABLISHED BY TRIGNOMETRIC LEVELS. 4. FIELD WORK WAS PERFORMED FROM FEBRUARY TO APRIL OF 2021 AND REFLECTS THE GENERAL CONDITIONS ON THE GROUND AT THAT TIME. 0 I w 11. !073 .04 087 2.31 Ll IW o v O I o o IZ N W � W I� END ALIGNMENT STA 16+80.34 N 180754.47 E 1308784.31 SURVEY CONTROL POINT# NORTHING EASTING ELEVAT/ON DESCRIPTION 100 179737.48 1308737.35 345.63 TACK WITH 0TAK WASHER 101 180102.11 1308707.97 347.54 TACK WITH 0TAK WASHER 102 180359.83 1308712.79 347.46 TACK WITH 0TAK WASHER 103 180656.73 1308718.27 342.79 TACK WITH 0TAK WASHER 104 180893.31 1308767.25 340.44 TACK WITH 0TAK WASHER 105 181080.11 1308713.66 341.52 TACK WITH 0TAK WASHER 106 181077.19 1308398.17 33772 112" IRON ROD WITH RPC STAMPED "OTAK CONTROL " 107 181073. 70 1308086. 93 332.86 112" IRON ROD WITH RPC STAMPED "OTAK CONTROL " 108 180823. 64 1308025. 64 335.16 112" IRON ROD WITH RPC STAMPED "OTAK CONTROL " 109 180252.52 1308017.47 333.79 PKNAIL WITH WASHER STAMPED "0TAKCON TROL " 110 180174. 84 1308185. 59 328.37 112" IRON ROD WITH RPC STAMPED 'OTAK CONTROL " 111 180585. 74 1308349. 30 327.. 00 112" IRON ROD WITH RPC STAMPED 'OTAK CONTROL " 115 180374. 40 1308118.27 329.37 112" IRON ROD WITH RPC STAMPED 'OTAK CONTROL " MAINTENANCE ACCESS ROAD ALIGNMENT NUMBER BEGIN STATION LENGTH RADIUS BEARING DELTA L1 8+00.00 493.20' N34007'05"E C1 12+93.20 57.14' 60.00' N61°23'55"E 54°33'40" L2 13+50.34 330.00' N88°40'45"E DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 r� T 40 0 40 80 HORZ SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SURVEY CONTROL PLAN ci 01 DRAWING NO. R-408005 SHEET: 5 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. MATCHLINE SEE SHEET C101 0 N 0 0 I 0 0 d- 5 5 U) Z I U)cn o w CD WZ W Ww WN (DW z 0 CD Z X W 909 i I DESIGNER DRAWN BY CHECKED BY � E AJ AJ ST Q NO. I REVISION COMMENTS I BY I REVIEW DATE 00 oX EXISTING POWER EASEMENT A 115 eA. . 8x� O O BEGIN ALIGNMENT STA 8+00.00 E:1308061.13 N 180312.22 E 1308129.48 SURVEY CONTROL POINT (TYP.) EXISTING POWER EASEMENT 162305-9059 LA PIA NTA LIMITED PARTNERSHIP AFN 2002 1028002594 162305-9059 LA PIA NTA LIMITED PARTNERSHIP AFN 2002 1028002594 EXISTING 60' INGRESS/EGRESS & UTILITY SHORT PLAT LUA 01-090 EASEMENT CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 102 Z o 101 N: 179787.34 E: 1308694.49 0100 SEE SHEET C101 FOR SURVEY NOTES, SURVEY CONTROL POINTS, AND MAINTENANCE ACCESS ROAD ALIGNMENT LABEL DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 40 0 40 80 HORZ SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SURVEY CONTROL PLANC1 02 DRAWING NO. R-408006I SHEET: G of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CONSTRUCTION NOTES k EXISTING POWER EASEMENT 5 U W II/II�W'a �Q��( I II Il \/1 �I��¢III/ 1I1I II ¢\ I1\ I1 I I / I ��(� I / \/�� \\�I1II 1—\\I1I� 1\\I�I \�1I\/II1\ \.i1/\ —Is I I✓I �1�I��I I \\1�� 1 \� �I��� I\ I'I1 II \ "II I 1II1\\I1CI (I1I � IiI 1 \ \I (I I I ��\IQ\ /�/�/ 1\ \ \�E/_ �I J 1II� _ A\I1\(- I/�/\ _fIII7�I�I' 1 //IlII1II\- I-IIII // 1�I—N7liI1III�\IIIGI �II ILjI-1IIII /IIII$=NI II" III`I I- /� K1\jI=1/I II1II/ I \I IF ( I —III 1 E.//t(1I1I- 11I( INI- I I IN(IICI (//IIIE I—�I\ / � I IIIII/ I1 III I�/ �I�/I I1IIIIo1�III I/I-./� _I_- / III►1I- 1 III-_I II II�//II (I II1 IJ/I III/I I �I � �/11 I—�I / I�/\ / /-��- /-���/l'/����r/_ol- �/_iQ__=�_ _----���l-%_�--_ �--_ _/�7 �_� - _i _�-_�� - ��;�/ - ��_I�-__o�/��_// %/ �%/ _- � /: —/2� %7�� ,//��_�7�I .� //�//� / � ��i % _�/'/// //�'/��—/ /�//��//�/��//�//�//�/ // °/�/ /,j /'�i/� /// �///�////�/ /' /�/ /_/////i/-/ ///��// / �'-//-//_/� ////////�/� I�//I /// �_i/// //�Q///'/\ / O�/� /_ �� //—//�—//Q � ���/ ///��/��/ /�_/I//////���/�' �/////\/�/�/\,�- _/�/ //�//i/j�\ '/ — / �\/// / � �/\ \/t//�`�`/�—I\�/ i ��/%i\� �/�,—�\///�/I //1\ iI i—\j / I/Iio� ���� 3�\�/� \ //�/�\� ''4 //// I��/I/�/ \/ \� II1 1II \ ��I1I� // I� I 1`I// I\IIII � �II,I� \%//��\I\�I \I %I //I //,i�' 0 OO 0 O�\� /I/(— I/�III'I1 I1�I/IIi/I1I(IIIII11II/ II_�/1IiIII I� III�II1�I1 I /II�I/ I I/III/ I II—III/ 1i/rII/`l I�II�1l IIji1 // 1I11I I1II (/1IIrrII�/III/11I1�l11I( IP1\1IR1O/\/II; IIIIIIiIll �1I1IIIII 1\I\PIl/II�1IIIIl1II�1 1 II /III- I I11/II1I-II,/1\ OI III�IIII1I/1(III I\\-1/I �\ 1\III1I / I _ I 1/IIIIIIISIIIIII-I/IEIII\1IIIII� �1111II�tI-1 I1I I1�I/II(IIIDIII 1 III11II \/1'11III\I 1I1 �11I I1IIII IIIII �\-I11IIrt 1IC /l-PI/11Il1'I1 \ 1I1�1�III 1I11'1IIl1/IE\lII//�IIIM-I1 III1III111 Ill1 111\1�III� IRI -I/1I IIIIII-I-III1I\I 11lI1II/I�/I-MI1l1I1IIIIII1�\lIII-11IlI1/1j1IIII1I11 \ AIIII I1IJI�I1 II I1I 1IlI1/lM I1/I�III1I1I IN\IlI11111I1IIIlI11I1I/II111I11 I11I1Il 1EI1�1I�II11 II1I.I(1 11\ II1(III�111I1I� 1I11I1N II1IIII1I1IlIIIIIIII1/I1I�1I1II I\ 1T H DRAINAGE EASEMENT A A02 TeE AB-0 NFENCE \= —� — — — — -----__—TP-03 �ATP-04 __ A - — — — — — DL —- - - - - =290= —284---336 rT _280- 274----- 0 POWERLINE pz\ \ SAG ELEV:377.1 334 0� /0dF 20:11 1 I 332- 3 POWERLINE SAG/1,ELEV. 380.7 5 I1� 11111IIII1I I1�IlI I1/1I 11lj IIj,1III1I111I1'I111 I I11jI/I1 \I11l I1I1 111I11I1I1ICI1 i1�111 II 1 I J�1II I 11 I11l II11II1I�111 111I II11IIIIl � IIII\I1 Il 1l1 I 1 /III zz 1 /Mp _4.4:1° _ _-- -116 1111II 1 I1 III11 I II I\1 II III I1 I I II d10 N 2 (TYP.) No PARK/N� ANYTIMEo(TYP.) 4 PARKINGJ�YTIME" PR OSED TEMPORARY -60I 6TRUCTION EASEMENT J s EXISTING POWER EASEMENT I 1a I\I I 1II I I11 I 1 I I mId J L r DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n N a i 0 cD ° ■ml MIw EM CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 0 co 0 U) � g v II' /8'CM \"C IWA I co co OBOTTOM OF AREA EXCAVATED BY OTHERS. THE TERM "EXCAVATED AREA" IS REPRESENTED BY THE CONTOURS SHOWN ON THIS SHEET. O2 WATTLES PLACED ON EXCAVATION SLOPE PER COR STD PLAN 213.40 INSTALLED BY OTHERS. (3) SILT FENCE PER COR STD PLAN 214.00 INSTALLED BY OTHERS. OINTERCEPTOR SWALE PER COR STD PLAN 217.10 INSTALLED BY OTHERS. SEE INTERCEPTOR SWALE AND SILT FENCE LAYOUT DETAIL ON SHEET C203. 5O ROCK SPLASH PAD INSTALLED BY OTHERS. OAPPROXIMATE EXTENTS OF STOCKPILE INSTALLED BY OTHERS. 7� 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 O8 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. p, SLOPE STABILIZATION MAT PER COR STD PLAN 213.20 BY OTHERS. 10 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. 11 DRAINAGE PIPE TO ALLOW FOR SITE DRAINAGE FROM DITCHES INSTALLED BY OTHERS. 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. DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 40 0 40 80 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER PRE -CONSTRUCTION SITE CONDITIONS C1 03 DRAWING NO. R-408007 I SHEET: 7 of 36 © 2023 OTAK, INC. 5 15— a PROJECT LIMITS G G EXCAVATED MATERIAL STOCKPILED BY OTHERS NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. WF MONROE AVENUE _ FACILITY TRUCK - - --- - �- HAULING ROUTE. SUITABLE MATERIAL FOR NON -INFILTRATION PER APPROVAL OF ENGINEER, WITHIN STOCK TO RF ((1\/FRFfI IN PI OCTI( F I � I 3 DUCT BANKS S 3 DUCT BANKS N Dsn 3 nl/CT BANK W - - - - -- - OF qTY E1 PEI 8 RIM = 34 .84 = 345 76 8" CMP (E) IE = (W) IE = 343 81 SUMP = 340.74 SUMP = 34226 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n a i BOTTOM OF EXCAVATED PIT TO BE FILLED t� •N \ n \ �yA oy0%01 + \ F a 8"CMP( IS" CPP 8" CMP (W) _ N) 50-1111P (s) 36" CMP (S) lE = 332.56 CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com �I i D \ O - ON -SITE GRAVITY BLOCK STORAGE AREA \ TEMPORARY E i i cQQ D SD •190335.98 r� P (N) IE = 33305 MP (S) IE = 332.95 MONROE AVENUE FACILITY TRUCK HAULING ROUTE. 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. 1 I LEGEND APPROXIMATE LIMITS OF PIT BOTTOM EXCAVATED BY OTHERS ON -SITE ECOLOGY BLOCK STORAGE AREA IMPORTED INFILTRATION GRAVEL STORAGE AREA STOCKPILE BY OTHERS TEMPORARY ACCESS ROAD WITH GEOGRID COR CONTRACTOR HAULING ROUTE PROJECT LIMITS / TCE DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 6 50 0 50 100 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 1 SITE LOGISTICS PLAN C1 04 DRAWING NO. R-408008 SHEET: 8 OF 36 © 2023 OTAK, INC. 1 1 Gpb� - J E z I sh NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ' TRUCK HAULING ROUTE / G EXCAV _ STOCKPI ramAw a 3 DUCT BANKS \ G IL N, G G STORMWATER INFILTRATION FACILITY FOOTPRINT TO BE PROTECTED DURING STAGE 2 I I _Ir I I ' \ I q py� AVEL ` D ZIALS \ O \ pyA I I °tiA o\ kh � °yA ptiA tiF TEMPORARY ACCESS ROAD FOR MONROE AVE PROJECT S 1 TYF�E 1 PE � —� 8 RIM — 34584 1A4 345. 76 18 C 8" CMP (E) lE = �4 (W) lE = 343. 81 g C - _ - SUMP = 340.74 SUMP = 34226 36' CMP"(N= 36" CMP (S) lE = 332.56 DESIGNER DRAWN BY CHECKED BY CITY OF RENTON PUBLIC WORKS • CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 a- NO. REVISION COMMENTS BY REVIEW DATE n a i MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 i, r Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com O TRUCK HAULING ROUTE EH 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 J I� GRAVEL BACKFILL STORAGE STOCKPILE BY OTHERS APPROXIMATE COR HAULING ROUTE PROJECT LIMITS / TCE DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 SD — —' 41 \, -- --- .9033 . q,d 190335.98 (N) lE = 333.05� 50 0 50 100 (S) lE = 332.95 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 2 SITE LOGISTICS PLAN C1 05 DRAWING NO. R-408009 SHEET: 9 OF 36 © 2023 OTAK, INC. / cD GAS 110 0 CD OVERHEAD UTILITY POLE 110 OVERHEAD UTILITY POLE 110 M \ M JEFFERSON AVE SITE ENTRANCE \ / I � \ ®I 1 17 I 0 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Z71 r (TYP.) 14 I SD CB o� or or o� TYPE 1 PAPPROXIMATE RIM =339'68 9 LOCATSOCMP (E) IE = 336.38 o SUMP = 334.58 MONROE AVE CONSTRUCTION TeE T LINKFENCE AB-0 - - - t Q A A-02 BAH IINKFENCIE ENTRANCE AND EXIT �� -------------_ _ -----_ __----_`---� _ter o ,__�- - ¢ ATP-03 ATP-04 _ _ = _____-_ _�\\\ \ \ I I ► 1 �I:IA.A.A.A.A.A.A.A.A.A.A.A.A�I.IA.A� • N.A.A��.A.A.A.A.A.A.A.A.A.A.A.A.eIA.A.I BffF a , A� ,..A.....A...................A..Ve......� a y , , '/AVAVA�AVAVAVAVAVAVAVAVAVAVAVAVAVajA �► • . a �VAVI!IAVAVAVAVAVAVAVAVAVAVAVAVAVA SVAV/ J► a a►VAVAV�VAVAVAVAVAVAVAVAVAVAVAVAVAVA LVAVA, © /1 � j ' � • � � Al �'.IAVA�►.AVAVAVAVAVAVAVAVAVAVAVAVAVA\AVANT � I / � � a �, AVAV.;IAVAVAVAVAVAVAVAVAVAVAVAVAVAVI�AVAV �� a .IAVA�►VAVAVAVAVAVAVAVAVAVAVAVAVAVAV��.VAV� •• y ©.............................................� SOM ........•..AVAVAVAVAVAVAVAVAVAVAVAV!�.,..eVAVAVAN � A � . A � y � ►.AVAVA.AVA.A.A.A.A.AVA.A.A.AVA.A.A.i:��.A.AVA� ,r / r•• � y �l VA.AVe.A.A.Av..A.e.A.A.A.e.�VTVe.A.A.AVA.w� . �!� V �•.• a y � s�.A.��=VA.A.A.:7A._.AV�.A.e.A.A.A.A.A.A. �� �� p • y y a � VA.A,.�.•.�.A.A.e.A.A.eVe.A.A.e.A.A.A.A. � ,. '"' ►' '' •AVA.AVAVAVA.A-GV••�.A.AVA.A.A.A.A.A• ,► �/ 1� (� y► VA.A.A.A.A.A�A�w��.�._.A.AV�/ I � L �i I� I `��v ! �► OO��� � -AVA.A.A.e.A.A.AVA.A.AVeVeeVe..7i� I � �' • • �vw?wvwvw`�►�►tiVAVA.AVAIL►��►�1`is1V►V�IAVA�ii'►VAVIJI'�.�V�,�/1�.►fr�,IA�►�IAVAVA.A.AVA.A.i/7A.A.A.AVAVAVAVAVAV��wVAVAVAVA•��IA�/ ri r �A►A.A.A.AVA.AVAVAVAVAVi►II1 �Vi►MLVI1\VAV� I VATAkVI/VAS:i�e7LLV:►VI!J.AVA.AV.VAVA.�•A7A.AVAVe a e���������AI� •�.�iw�A.��' , rt.AVA_VAVA.A_VAVAVAViA.rAMA;IY.w1111 N��►'mWa►ILIN •---'--- -- �iwIAVAVA.AVAVA�AVAVA.AV i ��� • y �� AVA.A.A.AVA.AVAVeV0 AVAVAVAVAVA*Mj , 1�' . • �• a a �� �, _.�IA.AVAVA.A.AVA.A.A.A.� - ' n • p ', a a a a-�..eee.A.A.ee.A.ee.• ,: ,,,� �IA.A.A.A.A.A.A.A.AVA._I•� ► ,a �a �IA.AVAVA.A.AVA.A.AVAIvWX .. . ��' (� • a a a ,� �IA.A.AVA.A.A.AVA.A.AV�� • �� �II�� • • Ij y �y �IAVAVAVA.AVAVA.A.AVAI _ • � �IAVA.AVAVAVA20 .AVAVI� �l r-�i Z vi-ice I wVA.A.A.A.A.A.. �I • ` y .IA.A.A.AVA.A..� .. �^ Q-� �� y .IA.AVAVA.AVAVI m � • � � � � � a wVAVA.A.AVAVA� �AVAVA.AVAVAV�� .�A.AVeVA.A.AV/- �� .IAVA.A.A.AVA. �.A.AVA.A.AVA�9 e ./A.AVA.AVAVAVA.A\ I �I 11 • • .rA.A.A.A.A.A.A.AV. 11� • .IA.AVAVA.A.AVA.A.� �IA.AVA.A.AVAVA.AVA� �VAVA.AVAVA.A.AVAVAvA1 • /AVA.A.A.A.AVAVA.AVAMA z IAVAVA.A.AVA/A.AVAVA.AVAcwVAVA�A�•AVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVArAVAVAVA.A.eVAVAMAVAM ►.A.A.AVAVA.AVAVA.AVAVA.A.A.A.AVA.A.A.A.A�Z�.A.A.A.A.A.AVA.A.AVA.A.A.A.A.A.AVA.AVAVA.A.AVA.A.A.A� ' ,IA.AVAVAVAVAVA.AVAVA.A.AVAVA.AVAVA.A.AVA.A�Z��AVA.AVAVA.AVAV/�IAVAVAVA.AVAVA.AVAVA.AVAVA.A.AVAVA.� � �VA.A.A.A.A.A.AVA.A.A.A.A.A.AVA.A.AVA.A.AVAVAVA.AVA.A.AVA.AVAVA.A.A.A.A.A.AVA.A.AVA.A.AVAVA.A.A� ` �!►:�.A.A.1.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.w.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.� / VA•..A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A� �A.AVe.A.A.A.A.A.eVe.A.eVeVA.A.AVA.A.AVeVA.AVeVA.A.AVAVA.AVeVA.AVe.A.A.AVA.A.AVA.A.AVA.A.AVA.A.� �VA.A.AVAVA.A.A.A.A.AVA.A.AVA.A.A.A.A.A.A.A.A.AVA..ZIA.A.A.A.A.A.A.AVAVA.A.AVA.A.AVAVA.AVA.A.A.A� f �AVAVA.AVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVA.AVA.AVAVA.AVAVAVA.AVAVA.AVAVA.A.AVAVAVAVAVA.� � I• AVAVA.eVAVA.eVAVA.--ki ki.e.A.A W N-V-- WE ki ki kikiki A.eVAVAVAMA.A.AV I �AVAVAVAVAVAVAVAVAVIVAVAVA.A.AVAVA.A.AVA.A.AVAVI:IAVAVA.A.AVA.A.AVAVA.AVAVA.A.AVAVAVAVA.AVAVA.A.� �AVAVAVA.AVA.A.AVAVA.AVAVA.A.AVAVA.AVAVA.AVA���A.AVAVA.AVAVAVAVAVA.A.AVAVA.AVAVA.AVAVA.A.AVIVAV� \ �VA.A.AVA.A.AVAVA.A.A.A.A.AVA.A.AVA.A.A.AVA.AVAVA.A.AVA.A.A.AVA.A.AVAVA.A.AVA.A.AVA.A.A.A.A.AVA� ���VAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVA.AVAVAVAVAVAVA.AVAVAV� ��'��A.AVA.A.AVAVA.AVAVA.A.AVAVA.A.AVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.A.AVA.A.AVA.A.A.A.A.AVAVA.AVA� �.A�:�•A.AVAVAVA.AVAVAVA.AVA.A.AVAVA.AVAVeVA.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.AVAVAVAVA i �VA`A�Z�VA.A.A.AVA.A.AVAVA.AVAVA.A.AVA.eT/AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.AVAVA.A.AVAVA.AVAVA.A.AV AVAVA` AVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVA.AVAVA.A �� ��.AVAVAVAVAVAVA.AVAVA.AVAVA.A.AVAVI:IAVAVA.AVAVA.A.AVAVA.AVAVA.AVAVA.A.AVAVA.AVAVA.AVAVA.A.AVAVAV� 1►IA.A.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.AVAVAVA.AVA.A.A.A� ��.A.A.A.�.�.AAA.�.A.A.A.A.A.�•A.AAA.�.A.A.A.A.A.A.�.AAA.�.A.A.A.A.A.A.A.A.A.�.A.A.A.A.A�A.A�A�A.� • /�AVAVA.AVAVA.AVAVA.A.AVAVA.A.AVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVA.A.AVA.A.A.A� r, I�VAVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVA.A.AVAVA.� .., �AVAVAVAVAVAVAVAVAVAVAVAVAAVAVAVLVAVAVAVAVAVAVLVAVAVLVAVAVAVAVAVAVLVAVAVLVAVAVAVAVAVAVAVAVAV&VAVATI 1'�VAVAVAVAVAVAVAVAVAVAVAV.ZIAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVA.AVAVAVAV� �I •���0������������I�O��������������O���V�.��VA.AV�O��AVA.�AVA.AV� ` �I�, MATCHLINE SEE C202 i I DESIGNER DRAWN BY CHECKED BY CD TT RG E Q NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO.3 CDD CDD 10/04/2023 :V N v ca a s i CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com M �o 1 M SD CB TYPE 1 RIM = 339.66 12" PVC (NE) IE = 337.41 8" CMP (W) IE = 337.31 SUMP = 335.26 SD MH 60"CONC TYPE 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 9 � 10 COMM 7 I POWER VAULT SS MH 48" CONC RIM = 342.20 10"PVC (N) IE = 335.00 10"PVC (S) IE = 334.80 �J STREET LAMP, JBOX, POWER, SIGN 7 1 COMMUNICATION VAULT 6 174LF SD MH TYPE2 RIM = 345.59 18" CPP (W) IE = 337.24 36" CMP (N) IE = 332.89 36" CMP (S) IE = 332.69 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 /M = 345.76 8' MP (W) IE = 343.81 SVMR= 342.26 SD CB �j (TYP.) TYPE 1 RIM = 345 64 8" CMP (E) IE = 342.42 SUMP = 340.74 SS MH RIM = 347.79 10"PVC (N) IE = 334.09 10"PVC (S) IE = 333.89 DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 TESL/DEMO NOTES 0INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY TRAFFICKED AREAS, PER DETAIL ON SHEET C203. 0INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. �3 INSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. �4 INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. E]CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. 16 ' 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. 17' EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. E]INSTALL TEMPORARY SECURITY CHAIN LINK FENCE. El EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. ElEXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. ElINSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10, LIMITS PER PLAN. ElINSTALL STRAW WATTLES PER COR STD PLAN 213.40. 13 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. 14 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. ElADJUST EXISTING INTERCEPTOR SWALE AND PIPE AS NEEDED FOR TEMPORARY CONSTRUCTION ACCESS ROAD. 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. 30 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 1 TESC AND DEMOLITION C201 DRAWING NO. R-408010 I SHEET: 10 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. TESC/DEMO NOTES i r w I w 41t I II I I r/1 DESIGNER (D n MATCHLINE SEE DWG C201 I — // /Hv / HVF HVF F I IH� I III I I II��I# I III III o \ �� �/ II IIII I I I > M II IIII IIII I II III I� I /l � l� /l // I I I I IIII IIII IIII III I I I I I I I '( I � / I / / /' i � IIIIIIII IIIIIIIII II I IIII III' III W I I I I I I I I � // III II II III IIIII IIIIIIIII IIII ��II ail II� � 1 I I I I I I I I I III I IIII IIII IIII III I I I I I I APPROXIMATE IIIIII II 1 IIII I I I I I I I I I I I I I I W III I I I I I I I K STOCKPILE BY OTHERS I I IIII I I III III I I I 1 1 / I P \ I I I I IIII I 1 1 1 1� I l0 Iol 1 1 lc:) IIC) of IIMI11 coI IMI ri I IIIIII IIIII III 11 \ Illr _, � — I I I I I I I I I ► /� 1111 IIIII IIII IIII IIII IIII III / 2 I I I I I I I I I I �so0 , IIII IIII IIIIIIIIIIIIII IIII III IIII / I I \ I I I I I I I I I I I — — / I III IIIIIIIII IIII IIIIIIIII III II // I I \ I I l l l l lIIII IIIIIIIIIIIIII IIIIIIII IIIIIIIIII II IIII III II II II IIIIIIIII IIII IIIIIII I IIIIII IIII III III I I I IT, IIIIIIII IIIIII IIII Iil I I IIII I I \ �\ 1 I / �\\�� I I I I I I / / (III IIIIIIIIIIIIII I I I I I I I Ie HVF HVF HVF HVF "' ( I I IIIIIIII IIII IIIIIIII III IIIIIII\� I ! / >----------- I II I I\ \ \ \ o IJIIIIIIII� I�iI I II I 1\\N I I III I I ---- — ----- —__— ____—_—_--_—_-- --_------------------- _----- ---_ --- —// /� -----_---- --- -- ---_ � _ _ _ 340' _ _ _ _ _ m ' CHAINL l NK FENCE W/BARB WIRE 8'CHAINL/ NCE W/BARB WIRE CHECKED BY CD I TT I RG QI I I nlr) I r:(IMRAFNT_ I RV I PP:\/IF\A/ nOTF n , ADDENDUM NO. 3 CDD CDD 10/04/2023 Mill I I I I CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com I 0 U) 0 U) ev log \ 7' CHA/NLINK FENCE _!Lz I W W SD RED DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY El TRAFFICKED AREAS, PER DETAIL ON SHEET C203. �2 INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. ElINSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. �4 INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. �5 CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. �6 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. �7 EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. ❑8 INSTALL TEMPORARY SECURITY CHAIN LINK FENCE. �9 EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. ElEXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. ElINSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STDPLAN 215.10, LIMITS PER PLAN. 12 INSTALL STRAW WATTLES PER COR STD PLAN 213.40. 13 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. ElSAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. ElADJUST EXISTING INTERCEPTOR SWALE AND PIPE AS NEEDED FOR TEMPORARY CONSTRUCTION ACCESS ROAD. 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. 30 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 1 TESC AND DEMOLITION I C202 DRAWING NO. R-408011 I SHEET: 11 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. GENERAL NOTES w r \ r N D E m z n N V 0 i COR STD. PLAN 217.10 AND AS SHOWN ON SHEET C103 INTERCEPTOR SWALE AND SILT FENCE LAYOUT NTS SWALE PER COR STD. PLAN 217.10 STAGE 1 TEMPORARY ACCESS ROAD WITH GEOGRID - TYPICAL SECTION NTS DESIGNER •:� \ : CHECKED BY I CD TT RG MONROE AVE NE INFILTRATION FACILITY ND D-RIY: DESIGN: / CONSTRUCTION: ` WASHINGT "TAT--E ecoT�ocv DEPARTMENT OF ECOLOGY:, i $[ ] $[ ] %o+ IL CITY OF RENTON: / / \ \ ] $[ ] TOTAL: / \ ] $[ ] CITY PROJECT MANAGER: JARED MCDONALD, 425-430-7293 CONTRACTOR:[ ] �1 all 4'X8' 2" EXTERIOR PLYWOOD (SMOOTH BOTH SIDES, ABX) 2"X4" DIAGONAL BRACE DF STD &BTR, TYP.) r 4"X4"X12' VERTICAL POSTS TREATED, TYP. PROJECT SIGN NTS SEDIMENT T INFLOW GEOTEXTILE FOR PERMANENT EROSION - CONTROL AND DITCH LINING, MODERATE SURVIVABILITY, WOVEN, CLASS A �n 0 M SURFACE AREA DETERMINED 1FT BELOW ADJACENT GRADE FLAT BOTTOM Q z Q 20 ry ow �> 0 m Q 0 M 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 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. ���►[e]I�I��:iC��y�xyl�'���Z�L��[�7►17�1:�y[el►� 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. 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 CROSS SECTION SEDIMENT TRAP AND TEMPORARY INFILTRATION POND NTS DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. "AS —BUILT" PLANS REFLECT THESE DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 CITY OF RENTON PUBLIC WORKS OTAK33201.A 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 Otak PROJECT NUMBER MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 III 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com STAGE 1 TESC DETAILS C203 DRAWING NO. R-408012 I SHEET: 12 OF 36 © 2023 OTAK, INC. NW 1/d ()F _qFC'_T10K1 1F; OWNRHIP 71 NORTH RANrF R FART W M J E co z W, f0� DESIGNER CD TT NO. REVISION COMMENTS n , ADDENDUM NO. 3 N a i CHECKED BY v CITY OF RENTON PUBLIC WORKS • RG 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 BY REVIEW DATE CDD CDD 10/04/2023 M O N R O E A V E NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com VV liV/Vli / /!'C L 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 4 SY COMM. AND POWER SS MH 48" CONC RIM = 342.20 10"PVC (N) IE = 335.00 10"PVC (S) IE = 334.80 WATER SANITARY SEWER SD MH TYPE RIM = 345.59 18" CPP (W) IE = 337.24 36" CMP (N) IE = 332.89 36" CMP (S) IE = 332.69 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 = 345.76 8" CMP (W) IE = 343.81 SUMP = 342.26 SD CB TYPE 1 RIM = 345.84 8" CMP (E) IE = 342.42 SUMP = 340.74 SS MH RIM = 347.. 79 10"PVC (N) IE = 334.09 10" PVC (S) IE = 333.89 TESC/DEMO NOTES I 1 I INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY TRAFFICKED AREAS, PER DETAIL ON SHEET C203. "'r 12 I INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. ElINSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. ❑4 INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. �5 CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. �6 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. �7 EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. �8 MAINTAIN TEMPORARY SECURITY CHAIN LINK FENCE. �9 EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. 10 EXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. 11 INSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10, LIMITS PER PLAN. 12 INSTALL STRAW WATTLES PER COR STD PLAN 213.40. 13 SAWCUT AND REMOVE EXISTING SIDE WALK AS REQUIRED FOR FOR INSTALLATION OF IMPROVEMENTS. SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. 14 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. 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. DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 04 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 2 TESC AND DEMOLITION I C204 DRAWING NO. R-408013 SHEET: 13 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. i p p J cu cu DESIGNER DRAWN BY CHECKED BY CITY OF R E N T O N PUBLIC WORKS • CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 NO. REVISION COMMENTS BY REVIEW DATE n , SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 z SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CONSTRUCTION NOTES Q• CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. CONSTRUCT PRIMARY ISOLATOR ROW PER DETAIL ON SHEET C310. O3 CONSTRUCT STORMWATER INFILTRATION FACILITY - CHAMBER GALLERY PER DETAIL ON SHEET C310. 4� INSTALL INSPECTION PORT PER DETAIL ON SHEET C310. O5 INFILTRATION CHAMBER MANIFOLD VAULT, SEE SHEET C412 FOR DETAILS. O6 TREATMENT VAULT, SEE SHEETS C413-C414 FOR DETAILS. 07 MAINTENANCE ACCESS ROAD, SEE SHEETS C501-0510 FOR DETAILS. O8 STORM SEWER PIPE, SEE SHEETS C401-C410 FOR DETAILS. O9 CONSTRUCT SECONDARY ISOLATOR ROW PER DETAIL ON SHEET C310. 10 CONSTRUCT GRAVITY BLOCK WALL, STATION AND OFFSET SHOWN TO WALL CONTROL LINE. SEE SHEET S604 FOR TYPICAL SECTION AND DETAILS. GENERAL NOTES 1. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 El SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STORMWATER INFILTRATION FACILITY PLAN I C301 DRAWING NO. R-408014 I SHEET: 14 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I INFILTRATION ZONE NON -INFILTRATION ZONE STORMWATER INFILTRATION FACILITY SECTION NOTES N D J ui E m z 270 A STORMWATER INFILTRATION FACILITY SECTION A C301 H SCALE: 1 "=20', V SCALE: 1 "=5' z J L r DESIGNER DRAWN BY CHECKED BY CD TT RG E a NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO. 3 CDD CDD 10/04/2023 _ a i UUIN3 1 MUU I IUIN n/wC 6CCIN � INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY.jj THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com GEOTEXTILE DETAIL - ENLARGED NTS OEXCAVATED SLOPE BY OTHERS. SEE SHEET C201 FOR PLAN VIEW EXTENTS. 2D TREATMENT VAULT, SEE SHEETS C413-C414 FOR DETAILS. O3 INSTALL GEOTEXTILE FABRIC, NON -WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) AGAINST 2:1 EXISTING FILL CUT SLOPE AND BACKFILL EXCAVATED AREA WITH SELECT BORROW PER SPECIAL PROVISIONS 2-03 AND COMPACT PER WSDOT STD. SPEC 2-03.3(14)C, METHOD A. 40 INSTALL GEOTEXTILE FABRIC MIRAFI FW402 OR APPROVED EQUAL PER SPECIAL PROVISIONS 2-12 AND BACKFILL EXCAVATED AREA WITH INFILTRATION GRAVEL PER SPECIAL PROVISIONS 2-03 AND COMPACT PER WDSOT STD. SPEC 2-03.3(14)C, METHOD A. 50 INSTALL 12" COMPACTED DEPTH GRAVEL BACKFILL FOR WALLS PER WSDOT STD. SPEC 9-03.12(2) OVER INFILTRATION FACILITY FROM TOE TOE OF PLAY FIELD PERIMETER SLOPES. COMPACT PER WSDOT STD. SPEC 2-03.3(14)C, METHOD C. OCONSTRUCT STORMWATER INFILTRATION FACILITY PER DETAILS ON SHEET C310. OPROVIDE MINIMUM OF 12" OF INFILTRATION GRAVEL, PER SPECIAL PROVISION 7-06, ABOVE AND TO THE OUTSIDE OF INFILTRATION CHAMBERS FOOTPRINT PER DETAILS ON SHEET C310. 8O BACKFILL WITH GRAVEL BORROW PER WSDOT STD. SPEC 9-03.14(01), COMPACT PER WSDOT STD SPEC 2-03.3(14)C, METHOD B. OPLACE 18-IN DEEP TOPSOIL TYPE A PER DETAIL ON SHEET L702. 10 GRADE SLOPE AT MAXIMUM 4H:1V. 11 INSTALL GEOTEXTILE FABRIC, NON -WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1). 12 BACKFILL EXCAVATED AREA WITH NON -INFILTRATION MATERIAL. NON -INFILTRATION MATERIAL SHALL MEET REQUIREMENTS IN SPECIAL PROVISIONS SECTION 2-03. 13 CONSTRUCT TREATMENT VAULT DRAIN PER DETAIL ON SHEET C414. 14 INSTALL GEOTEXTILE FABRIC, NON -WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) IN 23-FT WIDE SECTIONS WITH 2-FT MINIMUM OVERLAP, WITH TAPED SEAMS, AT EACH 2-FT LIFT, IN STAGGERED ROWS WITH A 15-FT CLEAR SPACE BETWEEN EACH 23-FT WIDE GEOTEXTILE SECTION, AS DIRECTED BY ENGINEER. LEGEND SELECT BORROW, PER PROJECT SPECIAL PROVISIONS O�O INFILTRATION GRAVEL, PER PROJECT SPECIAL PROVISIONS \\ \ UNDISTURBED NATIVE MATERIAL TOPSOIL TYPE A NON -INFILTRATION MATERIAL, PER PROJECT SPECIAL PROVISIONS SECTION 2-03 EXISTING FILL MATERIAL GRAVEL BORROW O GRAVEL BACKFILL FOR WALLS PROPOSED PERMANENT EASEMENT LINE GEOTEXTILE FABRIC, NON -WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) {} MIRAFI FW402, OR APPROVED EQUAL, PER SPECIAL PROVISIONS SECTION 2-12. CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STORMWATER INFILTRATION FACILITY SECTION I C302 DRAWING NO. R-408015 I SHEET: 15 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. �I 335 330 325 W 320 O m Q W 315 W W Z J 310 U H Q 305 0111 STORMWATER INFILTRATION FACILITY SECTION B H Scale: 1"=10', V Scale: 1"=5' DESIGNER I DRAWN BY CHECKED BY CD I TT I RG CL I I nln I RFVI-qInI\I rrnI\AI\API\IT_ I Rv I RFVIF\Ai nATP: CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 335 330 325 320 315 310 305 300 GENERAL NOTES 1. SEE SECTION A ON SHEET C302 FOR FULL DEPTH OF STAGE 1 FILL. DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STORMWATER INFILTRATION FACILITY SECTION I C303 DRAWING NO. R-408016 I SHEET: 16 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. GRAVEL BA FOR WALLS 12' ADS MODEL MC-4E INFILTRATION GRAVEL PER SPE( PROVISIONS 2-03 AND 9-03.16 ",,,,,, CND�,n, APPROVED EQUAL Tnnnnu nrn ni irrTn STORMWATER INFILTRATION FACILITY - CHAMBER GALLERY NOT TO SCALE TOPSOIL PER SHEETS L701-L702 INSTALL NON -WOVEN GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, CLASS C AROUND BOTTOM AND SIDES ISOLATOR ROW SECTION NOT TO SCALE i I DESIGNER DRAWN BY CHECKED BY � E CD TT RG Q NO. REVISION COMMENTS BY REVIEW DATE n :V _ 'Z M a s i __N GEOTEXTILE FOR ;AINAGE, MODERATE NSS C AROUND /EL SURROUNDING TOP, :S OF INFILTRATION S INFILTRATION GRAVEL, PER SPECIAL PROVISIONS 2-03 AND 9-03.16 GRAVEL BACKFILL FOR WALLS BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 M) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS, PER SPECIAL PROVISION 7-06. SEE ISOLATOR ROW DETAIL, THIS SHEET ACCESS ROAD FLOW GRAVEL BORROW INSTALL FLARED END RAMP ON END OF 24" DIAM PIPE PER SPECIAL PROVISION 7-06. >'ggggggg o� o 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 INFILTRATION CHAMBER MANIFOLD VAULT, SEE SHEET C412 FOR DETAILS PRIMARY ISOLATOR ROW DETAIL NOT TO SCALE DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com ACCESS ROAD MANIFOLD CATCH BASIN. SEE SHEET C401 FOR STRUCTURE TYPE, LOCATION, RIM ELEVATION, AND PLACEMENT TYPE. SEE SHEET C410 FOR PLACEMENT DETAILS FLOW SEE LANDSCAPING SHEETS L701-L702 FOR PLANTING PLAN GRAVEL BACKFILL FOR WALLS INSPECTION PORT, SEE INSPECTION PORT DETAIL, THIS SHEET. REFER TO SHEET C301 FOR LOCATION. TOPSOIL PER 4.5' MIN. SHEETS L701-L702 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 NOTES: 1. SEE SHEET C301 FOR PRIMARY ISOLATOR ROW LAYOUT. GRAVEL BORROW INSTALL FLARED END RAMP ON END 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 SECONDARY ISOLATOR ROW DETAIL NOT TO SCALE 4" SCHED 40 SCREW -IN CAP 4" SCHED 40 PVC 4" SCHED 40 PVC COUPLING 4" SCHED 40 PVC `,ORE 4.5" 0 HOLE IN ;HAMBER ANY OF (2) VALLEY LOCATIONS CONTAINING STIFFENING RIBS INSPECTION PORT DETAIL NOT TO SCALE nrr I ALlnnl Anl\In nl IrrTn 11AA 1 "'1 PLANTING PLAN L PER SHEETS 02 I-m I .JEN GEOTEXTILE, PER SPECIAL PROVISIONS 7-06, BETWEEN INFILTRATION GRAVEL AND CHAMBERS 10.3' (3.1 M) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS NOTES: 1. SEE SHEET C301 FOR SECONDARY ISOLATOR ROW LAYOUT. CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STORMWATER INFILTRATION FACILITY DETAILSC31 0 DRAWING NO. R-408017I SHEET: 17 of 36 I © 2023 OTAK, INC. 7CHAINLINKFENCE rI 11 STA 8+19.95, 35.18'LT I ¢ - ELEV.=323.5 - S J E z ■ o oyA 11 STA 8+70.55, 37.89'RT ELEV.=323.5 I DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 3�8 326 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. JERSEY BARRIERS SECONDARY ISOLATOR ROW (TYP.) 6 INFILTRATION ROW (TYP.) 6 JEFFERSONA VENUE NE 5 - _ PRIMARY ISOLATOR ROW 6 p p -- __ p p - - - - - - - - - - T CHAINLINKFENCE STA 11+52.43, 245.921T _ '- ---1- --_ ___---- -------__ _ _ ----- ---- __ELEV.=323.5 A - - - - - - - - - - - - _ - - - - - - - - \ ------------ I On 0 co co M M M N I I; I I I I I I I III I co M co 11 STA 9+70.53, 46.26'LT I oyA I I I I I I I M co ELEV.=323.5 I I I I I I IOy 1 II I I I\ I I I I oyA I I I I I IoA I I I I I I I I I I I I I I °yo II I I I I I I I °yA I g o A I I I II III I I I I I I � 5o 124" SD (TYP.) OI I CB200, TYPE 2- 48" 7 I 2q I I I I I I °yA jI I °yA oyA I CB205, TYPE 2- 72" I I I I I I II II � 7 o I I I I I I I I I I I NO \ I I I I �yA �yA y\ CB210, TYPE 2- 72" 7 I I I INFILTRATION FACILITY MANIFOLD DRAINAGE STRUCTURE PLACEMENT STIR STA./ STIR. SUMP STIR. TYPE/ OUTFLOW PLACEMENT STIR. NO. OFFSET RIM ELEV. ELEV. DIAM. PIPE LENGTH DETAIL 10+06.50 CB200 330.0 313.19 TYPE 2 - 48" 8.97' TYPE A 1.31' L 10+27.52 CB205 329.8 313.19 TYPE 2 - 72" 7.21' TYPE B 1.56' L 10+49.07 CB210 nor 313.19 TYPE 2 - 72" 6.74' TYPE B 1.81' L 329.65 10+70.63329.3 CB215 313.19 TYPE 2 - 72" 6.31' TYPE B 2.07' L 329.47 11+35.28 CB220 926.� 313.19 TYPE 2 - 72" 8.91' TYPE B 2.84' L 328.79 11+56.83 CB225 n�- 313.19 TYPE 2 - 72" 8.45' TYPE B 3.09' L 328.59 11+78.39 CB230 328.3 313.19 TYPE 2 - 72" 7.97' TYPE B 3.35' L 328.48 11+99.94 CB235 328.8 313.19 TYPE 2 - 72" 7.57' TYPE B 3.61' L 328.58 12+21.49 CB240 313.19 TYPE 2 - 72" 7.07' TYPE B 3.86' L 328.89 12+43.16 CB245 329.1 313.19 TYPE 2 - 72" 10.69' TYPE B 4.12' L 12+60.25 CB250 329.5 - 313.19 TYPE 2 - 60" 2.75' TYPE A 11.01' L 328.44 12+76.76 CB255 29.8 - 313.19 TYPE 2 - 48" 5.35' TYPE A 19.33' L 329.9 12+91.96 CB260 338.8 313.19 TYPE 2 - 48" 5.37' TYPE A 29.27' L 329.95 i I DESIGNER DRAWN BY CHECKED BY CD TT RG DO NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO. 1 CDD CDD 09/19/2023 z SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 a SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i / 07-MR0 4 1 0 Rwg ELEV.=323.5 \11 �` 1 O%x o yA CB225, TYPE 2- 72" 7 I I I I I I I III I I I J I \ \ \\\ \\ \ \\\\ \\\ \\\\ \\\ \\ \\ \ \ \\ \ \I INFILTRATION CHAMBER F, 24" SD 30, TYPE 2 - rS 72" 7 MANIFOLD VAULT, SEE SHEET C412 TA1FOR DETAILS 6 LF 24" 22 1+84.00, 38.06'LT JI I III JI II JJ J II JJ I II I I JJ J II ELEV.=323.5 \ \ \ 3 o O STA 12+61.96, 73.85'LT 24" SD 11 \ \ \ \ \ \ \ \ \ \ \ CB235, TYPE 2 - 72 7 ELEV.=323i 5 I \ \ \ \ \ \ \ \ \ \ \ \ 4 \ \ CB240, TYPE 2 - 72" TYPE 2- 72" I I I I I I I I I \ \ \ \ STA 12+44.13, 40.05'LT I I I I I ELEV\ 23.5 CB250, TYPE 2 - 60" o IIIIIII I CB235, TYPE 2 - 48" 1 7 \ OCB105, TYPE 2 - 48" \ \\�\\ \ 3 24" SD o A 1 II STA 10+90.82, 34.47'RT\\\\ \ \ \ \\ 1 \ 0/1CB260, TYPE 2 - 48" 7 I \ \ \ \ TREATMENT VAULT, SEE \ \ \ \ \ \ \ \ SHEETS C413-C414 FOR \ \ \ \ DETAILS tiA I I I yA \ \ \ \ \\ \\ 24" SD (T%P!) I I \\ / 9 36"SD 3 MATCHLINE SEE DWG C402 STA 13+00 CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CONSTRUCTION NOTES CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. 2OINSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN AND PROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410. OINSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PER PLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES. OMAINTENANCE ACCESS ROAD, SEE SHEETS C501-0510 FOR DETAILS. OSTORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310 FOR DETAILS. O6 STORWMATER INFILTRATION FACILITY ROW TYPE PER DETAIL AND SECTION ON SHEET C310. 07 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. �8 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. Zj INSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FOR DETAILS. 10 INSTALL RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. 11 BOTTOM OF PLAY FIELD PER STATION, OFFSET AND ELEVATION SHOWN ON THIS SHEET. 12 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. 13 EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURING CONSTRUCTION. 14 CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE. 15 POTHOLE EXISTING UTILITY AT CROSSING PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS. 16 INSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEET C411 FOR DETAILS. 17 INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FOR DETAILS. 18 EXISTING UTILITY TO BE RELOCATED PER SHEET C502. 19 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. 20 INSTALL CAP ON BELL END OF PIPE TO ALLOW FUTURE CONNECTION BY OTHERS. 21 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. 22 INSTALL 24" DIAM. MANIFOLD PIPE CONNECTION FROM MANIFOLD VAULT TO PRIMARY ISOLATOR ROW, LENGTH PER PLAN. 23 INSTALL RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20 24 INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN ALL MANIFOLD DRAINAGE STRUCTURES. MANIFOLD PIPES SHALL HAVE PIPE BEDDING MATERIAL PER COR STD PLAN 220.10. GENERAL NOTES 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". 20 0 20 40 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN C401 DRAWING NO. R-408018 I SHEET: 18 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. MATCHLINE SEE DWG C401 STA 13+00 �\\ / / / / � / \ ✓ � --_-_ Jam' / -CB120, TYPE 2 - 60" STA 13+-20 19, 8.021 / „§Sp 17 FLOW 0' SSTA 13+59.65, 2.88'RT Q16 HYDRODYNAMIC SEPARATOR VAULT, 22' X 14' STA 13+79.58, 4.1URT O20 24" STUB N: 180716.107 E: 324.229.242 24" SD 3 CO2 23 CB125, TYPE 2 - 60" / STA 14+14.60, 6ATRT / SWING GATE, PER / SHEET C502 / —300 36" SD 3 oaa Fri m 1 1 1 1 \ 1 \ I ---- ---- \ \\ \ - I \ 1\ \ 1 1 1 1 \ \ \ 1\ 1\ \ \ -_--_^0 ----_ OVERFLOW PIPE OUTLET 19 c� �\� `- — — — — - \- \ \ - - - - - - ` -- -��'I- I__ I I I I - I� I I __= \ \ \\ ��_---- ------------------- WAX WAX SS S SS SD SS W W W W — GRASS — CONC DEWALK — TTY/ — DESIGNER DRAWN BY CHECKED BY CD TT RG REVISION COMMENTS BY REVIEW DATE ADDENDUM NO. 1 CDD CDD 09/19/2023 SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 SI 003 - SWING GATE CDD CDD 07/11/2024 Ss SD Ss - iffinTATj & J-BOX & POWER U 13 2 14 C13130, TYPE 2 - 72" SS STA 26+24.36, 5.39'RT SS gs c- _ _ 10 90"Pl/C SD 0111 1 F� SD - 4 ���w SD Sp ASR;;AD - 3� SD MONROE A VE NE W — CONC SIDEWALK X CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com W SD SD - W —r I 4 9 CONSTRUCTION NOTES Q) CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. QINSTALL DRAINAGE STRUCTURE, TYPE AND SIZE PER PLAN AND PROFILE. SEE STRUCTURE PLACEMENT DETAIL ON SHEET C410. OINSTALL STORM SEWER PIPE, LENGTH, SIZE AND SLOPE PER PLAN AND PROFILE. SEE SHEETS C403-C404 FOR PROFILES. O4 MAINTENANCE ACCESS ROAD, SEE SHEETS C501-0510 FOR DETAILS. STORMWATER INFILTRATION FACILITY, SEE SHEETS C301-C310 FOR DETAILS. O6 STORWMATER INFILTRATION FACILITY ROW TYPE PER DETAIL AND SECTION ON SHEET C310. \ Q 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. I lul / A C T L CD CD Z I o m r- 12 0 25" 15 ) COMM } aSEWER v, 21 - W - O8 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. OINSTALL TREATMENT VAULT DRAIN. SEE SHEET C414 FOR DETAILS. 10 INSTALL RECTANGULAR BI-DIRECTIONAL VANED GRATE PER COR STD. PLAN 204.30. 11 BOTTOM OF PLAY FIELD PER STATION, OFFSET AND ELEVATION SHOWN ON THIS SHEET. 12 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. 13 EXISTING STORM DRAINAGE TO REMAIN. PROTECT DURING CONSTRUCTION. 14 CONNECT TO EXISTING DRAINAGE PIPE OR STRUCTURE. 15 POTHOLE EXISTING UTILITY AT CROSSING PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF CONFLICT EXISTS. GINSTALL HYDRODYNAMIC SEPARATOR STRUCTURE. SEE SHEET C411 FOR DETAILS. 17 INSTALL FLOW SPLITTER STRUCTURE. SEE SHEET C412 FOR DETAILS. GEXISTING UTILITY TO BE RELOCATED PER SHEET C502. 19 EXISTING PIPES TO BE REMOVED, PIPES TO BE PLUGGED WITH BLIND FLANGES. STORMWATER PIPE SHALL NOT BE PLUGGED UNTIL PROPOSED STORMWATER SYSTEM IS CONNECTED TO EXISTING MONROE AVE TRUNKLINE AND PROPOSED INFILTRATION RATE. 20 INSTALL CAP ON BELL END OF PIPE TO ALLOW FUTURE CONNECTION BY OTHERS. 21 CONNECT TO EXISTING DRAINAGE PIPE PER SPECIAL PROVISIONS 7-05.3(9). CONNECT NEW CMP STUB TO EXISTING CMP PER WSDOT STD. PLAN-60.40-01, TYPE K DIMPLE BAND. 22 INSTALL 24" DIAM. MANIFOLD PIPE CONNECTION FROM MANIFOLD VAULT TO PRIMARY ISOLATOR ROW, LENGTH PER PLAN. 23 INSTALL RECTANGULAR VANED GRATE PER COR STD. PLAN 204.20 24 INSTALL 24" DIAM. MANIFOLD PIPES BETWEEN ALL MANIFOLD DRAINAGE STRUCTURES. MANIFOLD PIPES SHALL HAVE PIPE BEDDING MATERIAL PER COR STD PLAN 220.10. GENERAL NOTES 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 ,C OTHERWISE SPECIFIED. COVERS SHALL BE MARKED "DRAIN". 20 0 20 40 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN C402 DRAWING NO. R-408019 SHEET: 19 OF 36 © 2023 OTAK, INC. f__ 4..: r r a I• NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 345 ...................................................................................................................................................................................................................................................................................................................................................................... ............................................................................................................................................................................................................................................... AP.PROX. LOCATI. N.OF COMM..UTI ITY.......................................................................... ............................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................................................................. TO BE VERIFIED Y CONTRACTOR.......... .......................................................... ........................................................... . ..................................................................................................................................................................................................................................................................................................... ... F I STAGE1..1N S .. . ER GfZARE.ATA ....................................................... CES.S................................FINISHED GRADE C.G.E,...................................................................................................................................................................... T ACCESS ROA .... .......................................................................... ................ ................ ............... .......... .. .. .....y �.... .......................................................... J-.—..._._ .. _.i ._ .. ................ .._ ._.. ......... 340 ................................................... . . . . . . . . . . . . . . . . . . . ..................................................... . . . . . . . . . . . . . . . . . . . . ........................... . . . . . . . . . . . . . . . . . . ....................................................................... . . . . . . . . . . . . . . . . . . . . . .................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..............................................................................._.—.— . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . .................................................................................... ..... ....__........................................ . .1". .� . . . . . . . . ---- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... .. ............................. . . . . . . .. . . . . . . ..................................... . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . ...... ......... . . . . . . . . . ......... ::::::::::::::: .... :::::::::::::::: .... ::::::::::::::. :::::::::::::::: .... :::::::::::::::: .... ::::::::::::.... .... ................ _.�.— .-. .. .--........ ................ ................ .... ................ ................ ................ ... ................ .... ..............:: .... ::.. ..:: ::::::::: T::..::::............. :::::::::::::: .... :1�::: .... :::::: ....... :::::::: _ 335 ............................................................./........................................................ — — ............................................................................................................................................................................................................... ........... . .. . ........ .......................................................................................................... ............................................................................................. _, ............ ................................................................................................................................................................................................................. .................................................................................................................................................................................................. ......... ........ ............... . .. . . .... ......... ......... D ............145LF:W': $D............................./........................ ........................ .............................................................................................................................................................................. ................................................................................ . ........................................................... S_ .................. °�° . ....................................................................................................................................................................................... ............................................................................................................................................................... ................................................ ...........3.0 ::::::.................. ..................................................................................................................................................................... .......................................................................................................................................... 11 ................. ............................................................................................................................................................... .......................... ,,. .................................................................................. ......................... 330 ....................................................................SD.... ............................................... ° ...... ......... r...................................r............................................................. — ... ................................ ............/ .. .......................................... ........... ....... ........... ......................... .... ..... ............................................................................................................. ................ ........................................................................................................................ .......................................................................................................... ......................................... „.. B 30 TYPE 2 - 72 ...... ......... ......... -�--es-.......................... .... I ................................... ........... ....... ........... ......................... . ........................................................................... ............. ......................................... EXI T: IF SEWER. ..... 341:01 RIM- . rn.... ....... ... ........... ....... ........... ......................... ... . ................................................... .....................................................CONT . CTOR TO FIELD VERIFY THE .DEPT ..OF.EXISTING.............. 332.81:I .=332-9.. 36". EX.. MP S OUT)....... .................. ........................ ............................................................................................................... -� � � � � .... ... ... ........... ......................... ..... ............. .................................................................................................. S. WER AIVD:N:OTIF ::ENGINEER IF CO : FLICT E7CISTS::::::........................•...:.............:::::........... 325 rn ........ ............................................................................ 48 °. ........ ... ..... ................ .... ................ .... ................ .... ................ .... ................ .... ................ ................ ... ..... ................ ................ - ................ ................ rn........................................................................................................................................................................................................................................................................................................................................................... ........................................ ................ ...... ........... .................................................. .................. ............................... ........... ... ... ........... ........... ........... ............. ............. ..... ... .. .. 334:2T .............................................................................................................................................................................................................................................. B.1.25,.TYPE 2 -.SO"....................................................................................................................................................................................................................... . ................................................................................................................................................................................................................................ R IM1 _334�? ....:...... ............... ............... .................. /........................ ..... ..... ....... :............. ........... ........... ........... ........... ..................................................................................................................................................................................................................................................................... .............. 324:98..E=3Z5-z�8- 36" S 1r11 O.UT r ... .................:............................................................................................................................................................................................................................. . 320 O ...... 33& ..... ...... ... .. ::::::::: . ":......... 35LF 36 SD .. ......... ................ .... ................ .... ................ .... ................ .... ................ .... ................ .... ................ .... ................ .... ................ ............ ................ ................ C G .............. ...............:3.2:.22IE=3..'�........... ...............3 .........................�............................. 2.23 I =6�&(3 „. S...SW......) ".SD:E IN) ..... ...... :::...... .........::...:...::::...................................::::................::::................::::................::::................::::................::::......................................................................................................................................... ...........I.. ... ... ........... .. ........... ....0.4 ................................................................................................................................................................................................................................................................................. _ ...... . %.... .... .. .326.22� ...... ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ........................ ........................................................ .......................................................................................................................................................................................................................................................................................................... ............. ...................................................................................................................................................................................................................................................................... ..............................................................................7 .. OD .. .. " ..,...................................................................................................................................................................................................................... 315 FLOWSP.LI.TTER. AULT,.10. X.1.p.............. -....:..: .................................................................................................................................... . ......... 32359� ..................... .:::::::: 324:82:IE= (36" SD:E:IN.:::::::::::::::............................................................................................. ).......................... ................................................................... .................................. ........................ IE- 36" $D: ................)................................................................. ilV:Ol1T ...................... ................... ...................................................................................................................................................................................................................................................................................................................................................................... IE=323.74 (24 SD: W OUT).................... ..20LF.. 6..SD................................................................................................................................................................................................................................................................................ ...::::::.. 3.23.77 IE -(36" SD. . IN)............................5= . ......................................................................................... . ..................................................................5.0 %.................................................................................................................................................................................................................................................................................... � M d 0 D O � N M � Ln rl-M O O O O 00 M 00 CO LO � O — M M (9 co N CD a7 00 ti co co co co (9 � a) — N 00 a) � O O X W Lx) O I co N � M M M � LO M M N LO M M M LO M M 4 co co M UC � M co M (D ti co M (D 00 co M � 00 co co 00 O co co a7 O co co O O 't CO� CO O co co cn M co co M M co M co M co M co M M �,..� M co co co co co co co co co M c,,.� 345 GENERAL NOTES 1. PIPE PROFILES ARE SHOWN ALONG THE ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 340 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. 335 4. PIPE LENGTHS AND ELEVATIONS SHOWN ON PROFILES ARE MEASURED CENTER -OF -STRUCTURE TO CENTER -OF -STRUCTURE. 330 325 320 315 310 13+00 14+00 15+00 16+00 16+60 ACCESS ROAD ALIGNMENT PROFILE STA. 13+00 - STA. 16+60 H SCALE 20:1, V SCALE 5:1 SAME CB 340 .............................................................. .............................................................. .............................................................. .............................................................. ................................................................................................................................................................................................... ................................................................................................................................................................................................... ................................................................................................................................................................................................... ................................................................................................................................................................................................... 340 335 335 335 .............................................................. .............................................................. .............................................................. .............................................................. .............................................................. ................................................................................................................................................................................................... ................................................................................................................................................................................................... ................................................................................................................................................................................................... ................................................................................................................................................................................................... .................................................................................................................................................................................................. 335 INFILTRATION: HAM ....... ........................................................................... SD ................. ................................................................................................................................................................................................................................................................ ................ ................ ............. ................ ................ ................. ................. ................ ................. ................. ................ ................ �..�..� MANIFOLD VA LT ...... S\..." ................................. .............................................................. .................................................................................................................................................................................................. SEE SHEET C4 ............... 2. FOR .DETAILS...... ................ . a ....................................... ... .°. ................. ................. ................ ................ ............... . ................ ::STAGE::FIN:ISHED:GRAD :AT:....................................................................................................................................... 0 ................ ....... .... ....... ................. .............................................................. ................ ................ .................................. .......ACCES ROAD ALIGNME I.JT.:......... T............... ........................................................................................................................................... ................. ................. ................ ................. ................. ................ ................ m ....STAGE 2 FINI HEDGRADEAT.:.::::::::::::::::......::::...........::::::::: .............................................................. .................................................... .............................................................................................................................................. 330 330 330 Q 330 ............................................... ............................................................................................. ................................................. ............................................................. .................................... ............................................................................................................................. ...... .............................. ............................................................................... .............................. �..�..� ............................ .................................................. ........................ ... ........................................ ........................................ ........................................................... ........................................................... ............................................................................ .......................................................................... ..... ....................................................................................................................... ..................................................................................................................... �..�..� ................. ................. ... ... ..... ..... .. .. ..... ..... ........................... ... ... **************** ............................................................... � .......... ..................................................................................................................... cf) .1) 325 ................................................... ... ........ .. ..... ....................... ........................... . 325 325 ........................................................... ........................................................... .......................................................................... .......................................................................... ..... ..................................................................................................................... ..................................................................................................................... W 325 b; .....................SEESHEETS'C .................:::::................. 2--C 10................................. 4....3................................................ ........................................................... ................................................................................................................................................................................................................................. .......................................................................... ..... ..................................................................................................... .... Z E......................FOR DETAILS......................................................... ........................................................... .......................................................................... ..... ....................................................................... ..................... — J a ............................................................................................... ................................................................................................................................................................................. .....STAGE 1 FINISHED ........................................................................................................................... ................. 1.. ,; $- . LF36 SD.............................. 3.0........................ ...... J............................................................................................... ......................................................... ...................................... 0RAD.E.AT A .CESS .... ........................... ........................................................................ � 1 320 ................. .............................................................. 320 320 ROAD ALIGNMENT ....... .......................... ....................................................... . ..................................................................................... ..... 320 .ZD,,. ........................................................................... ........................................................................... .................................. ........................ ........................ ................... p S . ..... ..................................................... ....................................... Q .........::: STO MWATER............................................. ................................. .......................... ...........................75LF.3..... 3.12/°............ .................... ........... ...................................... ........................................ 2 ............INFIL RATI�ON............................................................... ....................... ........................................................... ........................................................... ... ................................................................. ................................................. ............... ..... ................................................................................................... ............ FACT ITY.................................................................. ....................................... ...................... ................................. ............................... ..... .................................................................................................. . ........................................................................................ ....................................................................... .................... ..... ................................................................................................... � 315 315 315 315 n........................................ DB100,'TYPE 2 _. 0.................................... ................................... CB I-00- TYPE 2,E0v.. 2=E0v.. ................................................................................. .....TYPE t8110,.TYP. .2.-.60.................................. ........................................ o.............328..9 ............................................................................................... ................................. RIM-32A;; ................... .. ... S. AGE:1:FINISHED: .................................. ............................315.47 328.97RI =328:7-.......... ............................................................................ ...........................................................................3�,,19 .......................................................................31 R1M=3$$3r.................................................................................. IE=8�99-(3 ............................................................................... ' SD SW OUT)............................................................... . r.................................315.4 _ . IE�31-53i-(36. S . NW.OUT)...... G DEAT PIPE.... ................................................................ IE._ 36" SD NW OUT)................................................................................._ .86 ...........,I...................................................::::::::.................... . ................................ 315.5 1E� . 36" S .............. NE IN ............................... )......... G 1VTERLINE....... ............................315.521E 36" SD NE N)..........................................................................31 ..86 .IE�3+790-.(3 ..SD. NE IN).................................................................. . n 310 .................................................................................................. 310 ............................................................................................................................................................................................................................................... 310 a 0 a F_: d 0 O O � O O O N O O O O O 00 CD CD CO O � O (0 N CD (0 CD `1:ti N CD 00 O O � CD N CD CD L? (0a)(n I� Y X Of � rn 2 as L2 as L2 eo 2 eo 2 eo � oo co co co 0') 0') ai W a_ M N M M N co co N co co N co co N co co N co co N co m N m M N M m N � M N M N - M N M n :J Q n 10+40 11+00 12+00 13+00 DESIGNER ACCESS ROAD ALIGNMENT PROFILE STA. 10+40 - STA. 13+00 H SCALE 20:1, V SCALE 5:1 b:T \ CHECKED BY CD I TT I RG a NO. REVISION COMMENTS BY REVIEW DATE n , SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 D N 1 -- CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION WITH AS —BUILT INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE DRAINAGE PROFILES I C403 DRAWING NO. R-408020 I SHEET: 2O OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. GENERAL NOTES SAME CB �2 O W d 10+40 O O O O O O O O O O . O O O O CD O N O M O 0 O O O O O N V N O 00 CO V N V I� O N Ln I— Ln M Ln M Ln M Ln M Ln M Ln LC) Ln 6 Ln C Ln "0 LL') Ln Ln Ln O V N � N � N � N co N co N N N c N � N — N � N � N M N M M M M M M M M M co M co M M M M M co M M M M co M co M co M M M co 11+00 ACCESS ROAD ALIGNMENT PROFILE (TREATMENT VAULT PIPES) STA 10+40 - 13+80 H SCALE 20:1, V SCALE 5:1 DESIGNER CHECKED BY CD I TT I RG E a NO. REVISION COMMENTS BY REVIEW DATE n , SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 _ CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 12+00 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 13+00 Lo O cli M M M M O I cm:) CV M M M M 13+80 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. DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER SITE DRAINAGE PROFILES I C404 DRAWING NO. R-408021 I SHEET: 21 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. V-8" VANED GRATE w 13"f X 3'-0" (TYPE 1 L) 2'-6" (TYPE 1) 13" . VANED GRATE ----- ----- r I I J I O I I w I I w I w IL I " I I OI I CV CD I I w I I V-8„ C) O w CB TYPE 2 X Y I.D. O.D. 48" 56" 11" 12" 54" 63" 1 14" 15" 60" 70" 18" 18" 72" 84" 24" 24" 84" 100" 30" 30" 96" 112" 37" 37" 120" 140" 49" 49" 144" 168" 61" 61" TYPE 2 TYPE 1 & TYPE 1 L "SLID 24 DIAM ZAME AND GRATE am O 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 PLAN NORTHING/EASTING REFERENCES ARE TO CENTER OF STRUCTURE. NOTES: 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1 L STRUCTURES ONLY. 2. SPECIFIED NORTHING AND EASTING REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE NOTED ON PLANS. STRUCTURE PLACEMENT TYPE A DETAIL NTS DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 DESIGNER DRAWN BY CHECKED BY CITY OF R E N T O N PUBLIC WORKS • CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 NO. I REVISION COMMENTS I BY I REVIEWI DATE MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 SECTION A -A STRUCTURE PLACEMENT TYPE B DETAIL NTS 24" DIAM. SD (TYP.) _E POINT, STATION ;ET PER SHEET C401 NG AND COVER MARKED DRAIN :TURE 11 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A Otak PROJECT NUMBER 11k TYPICAL STRUCTURE PLACEMENT DETAIL 11241 Willows Road NE, Suite 200 C41 0 Redmond, WA 98052 425.822.4446 DRAWING NO. www.otak.com R-408022 SHEET: 22 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SYSTEM WQ FLOW RATE (CFS) 1 23 HIGH FLOW BYPASS (CFS) 126 INLET PIPE DIAM (FT) 3.0 INLET INVERT (FT) 3.0 I 324.29r 332.70 22 14 OUTLET PIPE DIAM (FT) OUTLET PIPE INVERT (FT) CENTER OF STRUCTURE RIM ELEV. WIDTH (FT) LENGTH (FT) INSIDE HEIGHT (FT) 12 324.77 S X S ACCESS HATCH, CENTER OF HATCH RIM ELEV.: 332.96 ADJUST TO FINISHED GRADE (TYP.) MAIN WEIR INLET OUTLET CSTC LEVELING PAD SECTION A -A STA. 13+86.60 OFF. 0.73' LT STA. 13+72.60 OFF. 0.79' LT 11014:11viva STA. 13+86.50 OFF. 21.27' RT jL MAIN WEIR pp - 3' X 3' ACCESS J HATCH, TYP OUTLET CONTROL BOX rr� OUTLET PIPE STA. 13+72.50 - OFF. 21.21' RT SECONDARY CHAMBER .e d OUTLETI I CSTC LEVELING PAD HYDRODYNAMIC SEPARATOR VAULT DETAIL (BAYSEPARATOR OR APPROVED EQUAL) SECTION B-B 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. DESIGNER CHECKED BY CD I TT I RG E Q NO. REVISION COMMENTS BY REVIEW DATE n , SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 :V N v S X S ACCESS HATCH, CENTER OF HATCH RIM ELEV.: 330.99 ADJUST TO FINISHED GRADE (TYP.) CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 INLET Otak _..Mo�_44#52 L 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER HYDRODYNAMIC SEPARATOR DETAILS I C41 1 DRAWING NO. R-408023 I SHEET: 23 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. STA. 13+50.05, OFF. 4.49' LT i 36" DIA. HIGH -FLOW BYPASS OUTLET 1 1 IG o O. .a a A ti . ° 6" 4' 5' ° ad STA. 13+60.02, OFF. 4.26' RT. 36" DIA. TRUNKLINE INLET A STA. 13+49.75, STA. 13+59.80 OFF. 5.51' RT OFF. 5.73' RT 24" DIA. WQ FLOW PIPE OUTLET 36" X 48" STEEL RESTRICTOR PLATE PER DETAIL BELOW FLOW SPLITTER VAULT PLAN VIEW NOT TO SCALE CENTER OF HATCH RIM ELEV.: 331.63 3' WEIR I.E.: 327.74 Oq( Oo 000C.. 000 000C. 36" DIA. HIGH FLOW BYPASS OUTLET IE:323.74 323.69 12" MIN. CSTC J EI E ca z CENTER OF HATCH RIM ELEV.: 331.84 4 le 3'X3' ACCESS HATCH, ADJUST TO FINISH GRADE (TYP.) 4/ 4 ° a 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. 1" (TYP.) FLOW SPLITTER VAULT SECTION A -A DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 GRAVEL BACKFILL 80 FOR WALLS 36" DIA. TRUNKLINE INLET IE: 323.74 323.77 24" DIA. WQ FLOW PIPE OUTLET IE: 323.74 13.8" DIA CIRCULAR ORIFICE OPENING, IE=323.74 42" X 48" X 2' STAINLESS STEEL RESTRICTOR PLATE U r NOT TO SCALE NOTES: 1. CONTRACTOR TO PROVIDE TYPE 3E WORKING DRAWINGS FOR ENGINEER APPROVAL. 5 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. NOT TO SCALE 6. LADDERS SHALL BE PER KCRDCS FIGURE 7-011. L i DESIGNER DRAWN BY CHECKED BY CITY OF RENTON PUBLIC WORKS CD TT RG 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 0 NO. REVISION COMMENTS BY REVIEW DATE y , SI 001 ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03119/2024 M 0 N R 0 E A V E NE INFILTRATION z SI 002 GRATED VAULT TOP DELETION CDD CDD 05/01/2024 FACILITY ca � CITY PROJECT SWP-27-4080 a s i L= I .vl u STA. 11 +11.61, OFF.8.77' LT x STA. 11 +11.61, OFF. 1.27' LT fi . °Oo°Oo°Oo°Oo°O oc:yoo°Oo°Oo°Oo°C 000000000)O000000000C yoc:�o 0° O 0° O 0° O 3'X3' ACCESS HATCH, O 0° D ° G AV LE BAC FILL 1 O° C 5'X3' ACCESS HATCH, 0 O O O O ADJUST TO FINISHED )000 FOR `WAALLLS ADJUST TO FINISHED GRADE O O O O GRADE (TYP) 0 y__ yOo°Oo°Oo°Oo°O Oo°O6°Oo°Oo°C 000000000 0000o0o0C OoOoOOo°O O°0C61Oo°Oo°C )00000000000OOOOOOOOOC °Oo°Oo°o°OPC00610oOo°Oo°Oo°Oo°C 'd D00000000000000000000C D Q 0 0 0 0 0 0 o Oo0000oC 31.00 F) On OL O 0 0 Ono(-) , 4' ' 0(C 4 ° TOP OF VAULT = 321.19 5' 7.50' 3' 3.62' 4 O �° O �° 24 0 SCH 40 PVC PIPE OUTLET [IE=315.19] O 0 TO INFILTRATION CHAMBER ISOLATOR 00 OO ROW TOP OF WEIR 4 O 00 O 0° C ELEV: 317.69 1000 00 C Oo°Oo°C nr) _j 0 Il _ \ 24" DIA. WQ FLOW I ° 0 / PIPE INLET O (]--------OUTFLOW � 4 O \ / / 36" DIA. HIGH -FLOW ° 0 12" \ PIPE - - BYPASS INLET )(:AOO IE=315.19 (TYP.) 12" SUMP 24" DIA MANIFOLD IE: 315.19 -\ j - 1� '_� VAULT IE = 314.19 24" IA MANIFOLD 4' � 4 '4 � � 4 °. .. • • p '. .4 .. 4. 4 4 ° .4. ( IE: 315.19 1 ° 44 4 A4 STA. 10+84.61, OFF.8.77' LT Fj STA. 10+84.61, OFF. 1.27' LT 24" DIAM, SD TO INFILTRATION CHAMBER ISOLATOR ROWS (TYP.) HANDHOLDS OR LADDER n v D .v 4.68'' 10.88' 10.84' 4.60' v v 5% 2.70' 5.60' 7.50' 2.70' 5% 6.09' 12.49' . v D D D 24" DIA. WQ FLOW 36" DIA. HIGH -FLOW BYPASS INLET PIPE INLET IE: 315.19 IE: 315.19 31.00' INFILTRATION CHAMBER MANIFOLD VAULT PLAN VIEW NOT TO SCALE 0 --- - � --- 0000000 fD0000O( 3'X3' ACCESS HATCH, ° O 610 ° O 0 ADJUST TO FINISHED OO OO Or GRADE (TYP.) /006/0000 DOOOOO( °Oo°Oo°O 00000( 3' 000 3.29' op 00 0 00° 12" 00 6,. 000 :rw;�un�.zsr. 4 °. 4 5.60' �; HANDHOLDS OR LADDER, PER COR STD 204.60 INFILTRATION CHAMBER MANIFOLD VAULT SECTION A -A Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER FLOW SPLITTER VAULT AND INFILTRATION CHAMBER MANIFOLD VAULT DETAILS C412 DRAWING NO. R-408024 SHEET: 24 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 224'-0" SLAB OD C7 ("7_ � 10" TYP. SECOND POUR END WALL � INVERTED TRENCH :.. ;.; . •t • .... r ...r . 4:• '.t. . : •D• -'t TYP ...... .., .n .. , .^.. .,a ;.. .. :.. , +4. f. ....: 1 WALL OD :...., ; .r ..r;. i •' 20'-011 3'-411 WALL ID .... < .. . TYP , ::. : � :r:• •.. •. r,. .�,. : �.. .., a -.. • •. i.'::. r....: .:' , 7 r .t. Y. .t 10" TYP WALL THICKNESS AT BASE OUTLET PIPE. IE: 320.00' TOP VIEW SCALE: 1 "=10' �I 6-6" 14'-0" 64" 21'-0" 64" 21'-0" 0.1 148'-10" YN_11=1111Bi111 TOP OF CONCRETE 330.00 J IE: 320.00' n U G"t QCV' INII =T 1A/1NInnIA1 -- � � IiVUULLJ I VI\ LIVLI\V I (I YF' I=VI=KY 1U � 1 ) WITH OVERFLOW GRATE PVC UNDERDRAIN. DISSIPATION, SEE DETAIL SEE DETAIL 2 ON SHEET C414. (POLYLOK 3008-G24) 3 ON SHEET C414. TREATMENT VAULT DETAIL i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n , SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i ELEVATION VIEW SCALE: 1 "=10' CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com INLET PIPE. IE: 323.331 I II 10-10 TYP S-0" TYP STA. 13+33.45, 14.63' RT INLET PIPE. IE: 323.33 10'-101, TYP STA. 13+54.03, 28.02' RT ' OF CONCRETE: 330.00' IE: 323.33' VLET PIPE. 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. DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 BioPod Underground 201-011 X 224'-011 3-Sided Box Trench (OR APPROVED EQUAL) Treatment Flow Rate: 12.65 cfs Peak Flow Rate: 17.6 cfs CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER TREATMENT VAULT DETAILS I C413 DRAWING NO. R-408025 I SHEET: 25 of 36 © 2023 OTAK, INC. 10" TYP WALL THICKNESS SECTION D-D SCALE: 1 "=2' 024" HDPE STAND PIPE WITH GRATE (POLYLOK 3008-G24). 100YR HIGH WATER EL = 324.67 OVERFLOW EL = 324.17 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ET CHANNEL DISTRIBUTION \TES SPACED EVERY 3 FT, SEE TAIL 2 FOR ELEVATION VIEW 3' 18" StormMixTM MEDIA of�) C 20" GRAVE_ L I U p061 ' --04 SLOTTED PVC UNDERDRAIN 8" X 3' STAINLESS STEEL SOLID PLATE ABOVE WINDOW r 6" X 36" WINDOW ADJUSTABLE STEEL PLATE TO REDUCE 6" X 36" WINDOW AS NEEDED [DOWN TO 4" X 36"] DISSIPATION ROCK °-o - - OooOo Oo° o� <9. o� DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 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 T WIDE INLET WINDOWS. 3. DISSIPATION ROCK TO BE WSDOT 8" STREAMBED COBBLES, OR APPROVED EQUAL. DETAIL 3 - DISSIPATION ROCK SCALE: 1 "=1' T 1'-2" ' MAX BIORETENTION PONDING EL = 324.00' 8" 6" 6" X 36" INLET WINDOW as 411 TOP OF MULCH EL = 323.50' VERTICAL SUPPORTS, AS NEEDED �24 a i Q" ai U E z 31-411 INVERTED TRENCH 6„ T J _�4" �4" _ DETAIL 1 - INVERTED TRENCH SCALE: 1 "=1' TREATMENT VAULT DETAILS i I DESIGNER DRAWN BY CHECKED BY O CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n , SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 N a i PRECAST CONCRETE INVERT TRENCH TOP OF INVERTED TRENCH 8" X T STAINLESS STEEL SOLID PLATE ABOVE INLET WINDOW INSIDE TOP OF INVERTED TRENCH RE DETAIL 2 - DISTRIBUTION PLATES SCALE: 1 "=2' CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com TOPSOIL TYPE A NON-INFILTRATIO 7nnlr-: CII I GRAVEL BACKFILL I ' FOR DRAINS 4 opop O °Oo°po° O O C GRAVEL BACKFILL °` °"0 oo O 0 O O o °o °o FOR WALLS O°O° Q O O O o O o00o O OO 0 o 0:. o °o°°o°° Q� O o O 0 TREATMENT VAULT o00° o O O O 0 O °po°Do° 0 O O O O °o °o Q Q O O O O. 00C O' O �. °O °O O 0 0 O O O 4 0°0o QQOQ 0 0 O:. 0 0 0 0 O o O 0 O o 00o O 0. O 0 O 0 TREATMENT VAULT DRAIN SEE 4 o�?o O 0 O O 0 C 4 00000 O O O 0 O O O DETAIL THIS SHEET. SEE SHEET 0000000 Q O O O 0 O C C401 PLAN FOR LAYOUT AN °°o°0- Q Q Q 0 SHEET C404 FOR PROFILE °oo°oo°'O O Q O 0 O CONNECTION TO CB105 `'� �o�0 0 O 0 O o O 0000 O O ° O O 0000o O O 0 C 12" CSTC LEVELING PA :u o00o Q OO 0 O O O 0 °0 0 O Q 0 O .O o. C) O O. o � O 0 � O � O 0 °p°p C OQ O o O 0 q O o v O°o0°o O Q C O q 4 4 4 4 0000 O O 1' MIN O O O 0 O O .o o O : 0 O 0 O O 0 0 0 0 .. o O� 0. 0. ° Q0 O� ° 0 0 o 0 O O 0 0 O o �o o �O^ 0 O 0 0 o nO o �^0 nO TREATMENT VAULT DRAIN TYPICAL SECTION NTS SOLID PLATE 3'-0" T-0" (TYP) (TYP) 6" X T STAINLESS STEEL SOLID PLATE, USE AS REQUIRED TO REDUCE 6" X 36" INLET WINDOW OPEN AREA CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, MODERATE SURVIVABILITY, WITH 12" OVERLAP AT TOP RAVEL BACKFILL FOR DRAINS 0 0 0 0 0 0,�00000 00 1' o po°per o°°o°°o°`� " DIA. UNDERDRAIN °O °O °O °� PIPE, 0.5%MIN. SLOPE TREATMENT VAULT DRAIN DETAIL NTS 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 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER TREATMENT VAULT DETAILS I C414 DRAWING NO. R-408026 I SHEET: 26 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OHP - OHP 4 STA 9+97.50, 16.001T AP OHP - OHP STA 10+00.00, 13.50'LT AP ,- 1 1, I - OHP OHP �I P G .. OHP OHP 3 STA 10+00.00, 13.50'RT AP I OSTA 10+25.21, 13.50'RT J PT x OHP OHP nHP STA 11+15.21. 13.50'RT END i6HP - OHP _ OHP it \1 OHP nup 4 STA 10+96.74, 22.13'RT OHP OHP AP OIL=47.909, R=30.500 4=90.0000- L=47.909, R=30.500 4=90.0000 1 \\ STA 10+86.13, 34.32'RT EL=329.00 STA 10+55.71, 44.00'RT 3 STA 9+97.50, 59.86'RT O PC, EL=329.48 AP 3 STA 10+55.63, 62.25'RT \ \STA 10+11.06, 80.69'RT - AP, EL=329.66 \ AP _ 1 1rD 11+00- OHP OHP - OHP OHIP - - nup - STA 11 +20.21 13.50 RT 11 END BEGIN OHP OHP STA 12+96.00, 12.741T� O PT Q J 324 OHP OHP STA 13+00.06, 13.19'RT 1n 326 PT 11 END 328 12 BEGIN _ CHIP CHIP - +,� , t OHP OHP - 25.5' 44.0--;�7, STA 10+96.74, 46.80'RT AP W4r�__ 10+84.63, 44.00'RT 12 PT, EL=329.12 STA 10+84.63, 62.37'RT AP, EL=329.33 END 12 BEGIN 12+00 ( STA 12+93.64 13.50 RT NIT OHP OHP 11 HBEGIN ACCESS ROAD f-v.+D STA P Q" 44.0' 44.0' 2�.5 / i 4 STA 13+33.92, 11.35'RT AP /X n , X - 4 STA 13+57.29, 27.47'RT 4T AP 12 STA 13+59.55, 6.00'RT 4 PC - - - - - - - - - - - - - - - - - - /// \ - - - - - - - - - - - - - - - \------------------ L=66.659, R=70.00u A=54.5611 L- �F.3 R=54.O685 A= 2211 5 STA 13+43.87, 6.391T 3 I PC \ \O H 0 OH P 345 .................................................................................................................................................................................................................................................................................................................................................................................................... 345 .................................................................................................................................................................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................................................................................................................................................................... LOW PT STA. 12 97. 0 .................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................... .. ..................... . W. P.T.ELEVA29.. 3........................................................ . ................................ LOW PT STA: .11+.78:70............................................................................................................ PVI STA: 13+10.00...... ...................................................... 340 ..................................................................................................................................................................... LOW PT E 8. PVI ELEV:329.89............................................................ 340 o..................................................................................................................................................................... PVI STA:11+80.00 ................................................................................................................... ................................................................... 6 0....................................................................................................................................................................... PVI ELE ...................................................................................................................K:8.74 :328.20................................................................................................................. ............................................................ LVC'25.00 .......................................................... . o+ o............................................................................................................................................................................... .. . ::::.:::::::::::::::::::::::::................. ........ ...... ............................................................................................................................................................................K:.70....::::::.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::........::::.:............... ......7711 .......11..> .............................................................................................................................................................................. .................................................................................................................................................................................................................................................................................................... LVC: 0.00.............................................................................................................. O . ..................... ................................... ................................/...........-.-.. o...................................................... .�.� ......... 335 ¢. H w....................................................................................................................................................................................................................................................................................................I� J + ..................... M 335 O M O M N ...... ................ ................ ................ ................ ................ ................ ................ ................ .... O „ aO .... .... . O. �„ OO,,,,,,,,,, �, .... STAGE 2 F NISHE• . ... ................ ................ ........... ................ .. (,.)...................................................... / ..... ................ ................ ................ ................ ................ ................ ................ ................ ... M w .... .......w ..... ...... .......... ................ ................ ............ ................ ............. ..... /.......... ...... .............................................................................................................................................................................. ................................................................................................................................................................................cn .................... > ............. cn ............................................. >....................................................................................................... ...................................................... > ..m ....................... ........................ ....................... ................................... ............ ........... ............... > m ............. >.................................................... w ....................................................... ........................ ................... ./... ................................................................................................................................................................................m. .............Ill...................................................... ..................................................... ........................ ........... ...................... ................................................................................................................................................................................... 330 ........................................................................................................................... ...................................................................1..30%. ....................... .................................................... 330 ----- ----- ......... -..1..00%.................................................................................. ........................ ....... ...................................../.......................................... .................................................................................................. ............................................................................................................................. .. ........... ..................................................................................................../............................................ ................................................................................................................................. ..... ................ ................ ................ ................ ................ ................ ................ ................ ....... W ...... ................ ................ ................ ................ ................ ................ ................ ........../.............................................. ..... ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ......../................................................ :::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: ::::::::::::::::::::::::............................... 325 325 / :::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::/::::::::::::::::::::::::::::::.......................... ............................... ........................................................................................................................................................................................................................................................................................................... /......................................................... ................................................................................................................................................................................................................. ..... ................ ................ ................ ................ ................ ................ ................ ................ ................ ............ ... .................................................................................................................................................................................. TAGE.1.FINISHED GRADE....................................................................................................................................................... ....................................................................................................................................................................................................................................................................................................................................../............................................................. 320 320 ......................................................................................................................................................................................................... ......................................................................................................................... / ................................................................ ................................................................................................................................................................................................................................................................................................................................. ........................................................................................................................................................................................................................................................................................................................../........................................................................ ................................................................................................................................................................................................................................................................................................................................................................................................... ......................................................................................................................................................................................................................................................................................................................../.......................................................................... 315 ................................................................................................................................................................................................................................................................................................................................................................................................... . 315 ........ ................................. ...................................................... ................ ................................. ................. ................. .................................. .................................. .................. ................. ............. .................. ................. 310 N W L U O O O O O CO O O Cfl O O Nt O O OV O O O O O CO O O co O O � O Cfl OV O co O N I� O M O O 't C 4 O O LOB O CO I� <'`) CO Lq O O CO LCJ O LCJ 6) LCJ 6) LCJ 6) LCJ � LCJ 6) LCJ M L2 M L2 M L2 M Lod M lO) CO Lo M Lo 6) Lo 07 Lo 07 N O O CO (D N N� _ M M co N co N co N co C'11 co N co N co N co N co N co N co CV coN co N co N co N N M co M� M M co M M co M co co co co co co co co co M M M cM M M M M co co co co 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n I ADDENDUM N0.3 CDD CDD 1010412023 N z SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 a SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com U DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CONSTRUCTION NOTES 0 CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. 20 CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 . 30 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 40 INSTALL 6-FT TALL BLACK VINYL CHAIN LINK FENCE PER COR STD PLAN 234.60 AND 234.70. 50 INSTALL SWING GATE PER DETAIL ON SHEET C510. 60 INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BETWEEN CURB AND TREATMENT VAULT. 0 COORDINATE DE -ENERGIZING AND REMOVAL OF EXISTING UTILITY WITH ENGINEER PRIOR TO CONSTRUCTION. LIGHT POLE MUST BE REPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND TOP OF CONCRETE TO MEET COR STD PLAN 120. EXISTING LUMINAIRE TO BE DELIVERED TO COR MAINTENANCE FACILITY. NEW ROADWAY LUMINAIRE ARM TO BE 6-FT IN LENGTH. 80 CONSTRUCT SIDEWALK PER COR STD PLAN 102. REPLACE EXISTING CONCRETE SIDEWALKS FROM EXPANSION JOINT TO JOINT. O9 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN 104.4 AND ENLARGED PLAN ON SHEET C510. 10 CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. 11 TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTER AND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. 12 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 13 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. 14 CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BE CONSTRUCTED PER COR STD PLAN 101. 15 TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH. 16 REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH AND EXISTING GRADE CROSS SLOPE. 17 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. 18 INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONS SECTION 8-12. 19 INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIAL PROVISIONS SECTION 8-12. O20 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. MATCH EXISTING CURB FROM EXPANSION JOINT TO JOINT. OINSTALL 2" OVERLAY OF LASS B ASPHALT PAVEMENT. ASPHALT OVERLAY SHALL APPLY TO ENTIRE LANE WIDTH. SEE SHEET C510 FOR OVERLAY LIMITS. 22 INSTALL 4-FOOT WIDE SINGLE CHAIN LINK GATE. 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. 0 HORZ 20 0 20 40 VERT 5 0 5 10 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER MAINTENANCE ACCESS ROAD PLAN AND PROFILE C501 DRAWING NO. R-408027 SHEET: 27 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CONSTRUCTION NOTES pat I / t 18 STA 15+99.24, 28.021T BEGIN STA 15+98.81 16.28 LT 18 END / 19 BEGIN OAPA 15+10.25, 6.00'LT O 17 STA 16+00.65, 13.70'LT EL=341.25 IAHA-02 AHA 01 3 17 STA 15+90.65, 14.11'LT T-6" C NKFENG, AP, EL=341.36 37P 07 STA 15+71.28, 12.16'LT ' TP-04 2 / O EL=340.99 / (DSTA 15+06.22, 6.00'RT 14 STA 14+06.10, 9.37'RT(1 4 n AP � STA 14+06.10, 17.33'RT 4 AP 15+00 --i 12 17 STA 15+71.28, 5.1 VRT AP, EL=340.64 12 17 STA 15+90.65, 5.90'RT EL=340.96 15 17 STA 15+99.82, 6:RT 29'RT EL=340.99 STA 15+97.89 8.71 19 ENp' 18 BEGIN 18L15+97.38, 22.39'RT GSTA 16+07.56, 22.76'RT 18 STA 16+06.11, 50.39'RT END DBEGIN STA 16+15.05, 23.08'RT1 MATCH EXIST. f HIGH PT STA: 15+90.55 HIGH PT ELEV: 341.07 PVI STA:15+83.10 PVI ELEV:341.25 K:5.60 0 ®■ a 1 E 8 0 F LL DEPT JOINM 9 STA 16+17.20, 6.88'L 2 BEGIN MATT�H EXIST. 1TV v_T_ 21 16 g I � � I16+80 STA 16+59.72, 12.90'RT 20 7 i a END IMATCH EXIST. P > STA 16+59,23, 24.89'RT 20 P 11 P d� BEGIN MATCH EXIST. 0 8 W � z i 13 > W~ i SS MH Q I 46" CONC W 3 RIM = 342.20 O 90"PVC (N) IE = 335.00 0 IO"PVC (S) IE = 334.80 z � � CO G LVC:31.72 00 00 � 0O a' 00 LI? O o Co M V CV CS) O coo 't CO v ii > ii ii L j co w L j M ♦- ui cn J ♦- w J cn w 345 345 ................... ................... ................... ................... ................... ................... ................... ................... ................... . .................. m ...... ............. w .... ........... ................... ................... > > ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... .... m ............ ................w ....... ........... ................... ................... .......................................................................................................................................................................................................................................................................................... ................... ................... ................... ................... ................... ................... ................... ................... ... STAGE ................I 1 FI ISHED GRADE ................... ... ................... ................... ................... ................... ................... ................... ................... ................... ...... ...... ............ ............ .................. .................. ....... ....... ........... ........... ................... ................... ................... ................... ................... ................... ................... ................... .............. ................... ................... ................... ................... ................... ...... ............ .. .................. .................. ....... 1�Oo ........... ... /d ... ................... ................... -- ................... ................... "'-- 340STAGE ................... ................... ................... ................ .. ................... ...... 2 JISHED GRADE y......... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... .............. ................... ........... .... ....... ................... ................... ................... . ................. .................. ................... ................... ................... ................... ................... ................... ._._.y . .................. ..... ... ......... ......-.-....... ................... y . r .-.............. ................... ................... - - ................... ................... ................... ................... ................... ................... ................... ................... ................... 340 ................... - ............ ................... - ..... .-.. ................... ................. ..- .- ................... .T �... ................... ................. ................... .. .....-.-.- .......... .... ... .... �.-...... ................... ........ _ ................. -. a-..... 4.16 0........ .. ............ . .. ................... ................... ................... ......�.y ............ ...................................... ...................................... . r.. .. ................. ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................... ................... ................... 335 ................... ................... ................... ................... .............. .. ...... ................... ................... ........ ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 335 330 ................ ................... ............................................................................................................................................................................................................................................................................................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ...................................... ................... ................... ................... ................... ...................................... ................... ................... ................... ................... ................... ................... ...................................... ................... 330 325 ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ............................................................................................................................................................................................................................................................................................. 325 320 ............................................................................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................................................................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 320 ................... ................... ................... ................... ................... ................... ...................................... ................... ................... ................... ................... ................... ................... ................... 315 W N W O M 1� Lr)M O (9 (D N O ao M M co (9 6) 00 O 00 (D 6) ti O CV M O CO M N Lf) M M Li) M co I� M (9 ti co (9 cc) M � 00 M M O M O O M O O O V _ N () cl) M M M M M cl) M M M M M cl) M M co M M M M M M M M M M M M � M <,-) � M <,-) � M 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO.3 CDD CDD 10/04/2023 z SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 a SI 003 - SWING GATE CDD CDD 07/11/2024 a i CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE AS BUILT DRAWINGS BUT ARE NOT HIGHLIGHTED CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH AS -BUILT INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 0 CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. 20 CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 . 30 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 40 INSTALL 6-FT TALL BLACK VINYL CHAIN LINK FENCE PER COR STD PLAN 234.60 AND 234.70. 50 INSTALL SWING GATE PER DETAIL ON SHEET C510. 60 INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BETWEEN CURB AND TREATMENT VAULT. 0 COORDINATE DE -ENERGIZING AND REMOVAL OF EXISTING UTILITY WITH ENGINEER PRIOR TO CONSTRUCTION. LIGHT POLE MUST BE REPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND TOP OF CONCRETE TO MEET COR STD PLAN 120. EXISTING LUMINAIRE TO BE DELIVERED TO COR MAINTENANCE FACILITY. NEW ROADWAY LUMINAIRE ARM TO BE 6-FT IN LENGTH. 80 CONSTRUCT SIDEWALK PER COR STD PLAN 102. REPLACE EXISTING CONCRETE SIDEWALKS FROM EXPANSION JOINT TO JOINT. O9 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN 104.4 AND ENLARGED PLAN ON SHEET C510. 10 CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. 11 TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTER AND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. 12 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 13 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. 14 CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BE CONSTRUCTED PER COR STD PLAN 101. 15 TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH. 16 REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH AND EXISTING GRADE CROSS SLOPE. 17 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. 18 INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONS SECTION 8-12. 19 INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIAL PROVISIONS SECTION 8-12. 20 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. MATCH EXISTING CURB FROM EXPANSION JOINT TO JOINT. 21 INSTALL 2" OVERLAY OF CLASS B ASPHALT PAVEMENT. ASPHALT OVERLAY SHALL APPLY TO ENTIRE LANE WIDTH. SEE SHEET C510 FOR OVERLAY LIMITS. 22 INSTALL 4-FOOT WIDE SINGLE CHAIN LINK GATE. 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. Q0 HORZ 20 0 20 40 VERT 5 0 5 10 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER MAINTENANCE ACCESS ROAD PLAN AND PROFILE C502 DRAWING NO. R-408028 SHEET: 28 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ICJ (-1R MW INFII TRATI(-1NI (.HANARFR (-,Al I FRY 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. MAINTENANCE ACCESS ROAD SECTION NTS STA 15+99.82, 6.28'RT I 1 I EL-340.99 STA 16+00.23, 3.71'LT EL=341.06 STA 15+99.49, 14.37'RT DRIVEWAY PAY LIMITS _, STA 16+00.65, 13.70'LT EL=341.30 STA 15+99.16, 22.45'RT EL=341.62 15.67' o p 00 a 24" STA 16+07.16, 22.73'RT d - CITY OF RENTON EL=341.53 a 12" STA 16+15.10, 23.05'RT MAINTENANCE ACCESS ONLY TBC, EL=341.48 (MATCH EXIST.) r PEAii ���llllllllllii/�i CONSTRUCTION NOTES 0 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BENEATH PAVEMENT AND CURB. 20 4" COMPACTED DEPTH HMA, CLASS%" PG 58H-22. 30 CEMENT CONCRETE CURB AND GUTTER. CURB TYPE PER SHEET C501 - C502. 40 FINISHED GRADE NOT STEEPER THAN 3H:1V UNLESS OTHERWISE STATED. 50 NON -INFILTRATION MATERIAL OR 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3). 60 18" TOPSOIL TYPE A PER DETAIL ON SHEET L702. 0 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. 80 CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. 90 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) MAINTENANCE ACCESS ROAD SHOULDER, LIMITS PER PLAN. EL=341.25 I STA 16+01.22, 27.5VLT SLOPE VARIES EL=341.00 CURB PER SHEET C501 STA 16+00.98, 21.69'LT EL=341.00 101, 2" p STA 16+09.20, 27.1 VLTEL=340.83 IIR=13 ° a a ° STA 16+16.96, 21.071T R=12" ° a TBC, EL=340.75 a STA 16+17.20, 26.861T TBC, EL=340.64 (MATCH EXIST.)_ 2 a a. a a al° ° A STA 16+07.81, 6.61'RT C� ° EL=340.87 0 )TES: STA 16+15.47, 14.94'RT STA 16+08.64, 13.37'LT rn TBC, EL=341.38 EL=341.13 /V1t4 OF1. SIGN SHALL BE FURNISHED INSTALLED WITH DIMENSIONS, COLOR, AND STA 16+15.80.75 , 6.94'RT STA 16+16.63, 13.04'LT A I/E NE 2" OVERLAY 21.18' ASPHALT SHAALL CLASS B 2 EL=340L APPLY TO LETTERING PER WSDOT SIGN FABRICATION MANUAL AND SIGN DETAIL R10-18. I EL=340.39 ENTIRE LANE -WIDTH NOTES: 2. SIGN SHALL READ TEXT SHOWN IN DETAIL. SIGN DETAIL NTS VARIES (CLOSED: E T-6", i LOCKING CONNECTION (a OPEN: TO I DETAIL, THIS SHEET BE SET i LOCKING PIPE POST 4" I.P.S. STD. WT J IN FIELD) SEE NOTE 7 77 � c I• I� 3 I I•-�. 5'-0" MIN o r i LOCKING PIPE FOOTING, SEE NOTE 3 a 0 U Y V-0" 0 MIN. SWING GATE NTS 17' L SEE NOTE 5 SIGN, SEE NOTE 6 SWING GATE = 6" SQUARE TUBE CARBON STEEL HSS6X6X.250 SUPPORT PIPE=3-1/2" I.P.S. CARBON STEEL SCHED. 80(XH) (4" O.D.) OUTER PIPE=5" I.P.S. STD. WT. (5-1/2" O.D.) 1" MIN. HINGE POST FOOTING, SEE NOTE 3 INNER HINGE PIPE=3-1/2" I.P.S. CARBON STEEL SCHED. 80(XH) (4" O.D.) #4 REBAR, 90 DEGREE SKEW FROM OTHER ANCHOR, EXTEND THROUGH PIPE 6" INTO CONCRETE FOOTING 1 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n 1 SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 z SI 003 - SWING GATE CDD CDD 07/11/2024 a SI 003.1 - SWING GATE OUTER HINGE PIPE CDD CDD 07/18/2024 a i a I I I I I 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. DRIVEWAY ENTRANCE - ENLARGED PLAN DETAIL SCALE: 1 "=10' 2'-0" 0 MIN. %" END PLATE LOCKING PIPE POST 4" I.P.S. STD. WT SIDE VIEW LOCKING CONNECTION DETAIL CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 nlA kl/ nAT -MI n/V IAI'lr-- /4 uv 1 -1, LOCKING PIPE POST 4" I.P.S. STD. WT TOP VIEW Otak _.. a 0 _. ej, L 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 1. ROLLED CURB AND GUTTER TO MATCH POSITIVE SUPERELEVATION CEMENT CONCRETE ROLLED CURB DETAIL NTS 1. SWING GATE TO BE FURNISHED AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 2. SWING GATE SHALL BE GALVANIZED. PAINT ALL FIELD WELDS WITH ZINC COMPOUND FOR COLD GALVANIZING. 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 TO ALLOW FOR SECURING GATE IN OPEN POSITION. LOCATION PER SHEET C502. HEIGHT TO BE SET IN FIELD TO MATCH OPEN POSITION SWING GATE HEIGHT. I CEMENT CONCRETE CURB PER COR STE BACK OF r DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 Al RAM =nlAIM rM =AKIn ITInAI ) CURB AND Z ,NSION VIENT VERTICAL NOTES: 1. ALIGN BACK OF VERTICAL, TRANSITION, AND ROLLED CURB. CURB TRANSITION DETAIL NTS CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER MAINTENANCE ACCESS ROAD SECTIONS AND DETAILS C51 0 DRAWING NO. R-408029 I SHEET: 29 of 36 © 2023 OTAK, INC. STRUCTURES GENERAL NOTES 1. PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) 2023 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND SPECIAL PROVISIONS. 2. SEE SHEETS S601-S603 FOR GRATED VAULT TOP DETAILS. 3. SEE SHEET S604 FOR GRAVITY BLOCK WALL DETAILS. 4. SEE SHEET S605 FOR LUMINAIRE FOUNDATION DETAILS. 5. SEE SPECIAL INSPECTIONS TABLE, THIS SHEET, FOR INSPECTION REQUIREMENTS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MEET THE STANDARDS LISTED IN THE TABLE AND IT WILL BE THE RESPONSIBILITY OF THE CITY OF RENTON TO PERFORM AND CONDUCT THE SPECIAL INSPECTIONS. AN INDEPENDENT TESTING LABORATORY, SELECTED AND ENGAGED BY THE CITY, WILL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION AND MATERIAL TESTING REPORTS WILL BE DISTRIBUTED BY THE CITY TO THE CONTRACTOR IN A TIMELY FASHION. 5.1. WSDOT REFERS TO THE WSDOT 2023 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND SPECIAL PROVISIONS. 5.2. IBC REFERS TO THE 2018 INTERNATIONAL BUILDING CODE. 5.3. ACI REFERS TO THE AMERICAN CONCRETE INSTITUTE. 5.4. AISC REFERS TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION 5.5. SEE IBC SECTION 1702.2 FOR DEFINITIONS OF CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS. 5.6. SEE AISC 360-16 SECTION N5.4 FOR DEFINITIONS OF OBSERVE AND PERFORM. 6. THE OWNER WILL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE WASHINGTON LICENSED PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH SECTION 1704.5 OF THE INTERNATIONAL BUILDING CODE. 6.1. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING THE SPECIAL INSPECTION. 6.2. THE STRUCTURAL OBSERVER WILL REPORT DEFICIENCIES TO THE CITY. 6.3. AT THE CONCLUSION OF THE STRUCTURAL WORK, THE STRUCTURAL OBSERVER WILL SUBMIT TO THE CITY A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. 7. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE CITY AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE PERFORMED. IN ADDITION, THE CONTRACTOR SHALL UPDATE THE STRUCTURAL OBSERVER OF THE CONSTRUCTION PROGRESS. 8. THE NOTES ABOVE SHALL NOT LIMIT THE CONTRACTOR'S RESPONSIBILITIES IN THE PLANS AND SPECIFICATIONS. DESIGNER DRAWN BY CHECKED BY RD RD RD NO. REVISION COMMENTS I BY I REVIEW DATE SPECIAL INSPECTIONS NO. TYPE CONTINUOUS PERIODIC REFERENCE 1 GENERAL INSPECTION - - WSDOT: 1-05.1, 1-05.2, 1-05.6 IBC 1705.2.1 STRUCTURAL STEEL IBC: 1705.2.1 2 WELDING OTHER THAN FOR SHOP _ X AISC 360: Section N5 FABRICATED STEEL MEMBERS WSDOT: 6-03.3(25)A IBC: 1705.2.1 3 HIGH STRENGTH BOLTING - X AISC 360: Section N5.6 WSDOT: 6-03.3(28), 6-03.3(32)-(33) IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION ACI 318: CH. 20, 25.2, 35.3, 26.6.1-26.6.3 4 INSPECT REINFORCEMENT - X IBC: 1908.4 WSDOT: 6-02.3(24)C ACI 318: 17.8.2WSDOT: 5 INSPECT ANCHORS CAST IN CONCRETE - X 6-02.3(18), 8-20.3(4) INSPECT ANCHORS POST -INSTALLED IN ACI: 318: 17.8.2.4 6 HARDENED CONCRETE MEMBERS - X X WSDOT: 6-02.3(18) ADHESIVE ANCHORS ACI 318: CH. 19, 26.4.3, 26.4.4 7 VERIFY USE OF REQUIRED CONCRETE - X IBC: 1904.1, 1904.2, 1908.2, 1908.3 DESIGN MIX WSDOT: 6-02.3(2) CONCRETE TESTING (STRENGTH, SLUMP, ASTM C172, C32 8 AIR, TEMPERATURE) X WSDOT: 6 02.3(2)16-02.3(4)-(6) ACI 318: 26.5 9 INSPECT CONCRETE PLACEMENT FOR X 602 PROPER APPLICATION TECHNIQUES WSDOT: 3(5)?8 20 $(4) ACI 318: 26.5.3-26.5.5 10 VERIFY MAINTENANCE OF SPECIFIED - X IBC: 1908.9 CURING TEMPERATURES AND TECHNIQUES WSDOT: 6-02.3(11) INSPECT FORMWORK FOR SHAPE, ACI 318: 26.11.1.2(B) 11 LOCATION AND DIMENSIONS OF THE - X WSDOT: 6-02.3(6) CONCRETE MEMBER BEING FORMED. IBC TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS VERIFY MATERIALS BELOW SHALLOW 12 FOUNDATION ARE ADEQUATE TO ACHIEVE - X WSDOT 8-20.3(4), 8-24.3(2) THE DESIGN BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO 13 PROPER DEPTH AND HAVE REACHED - X WSDOT: 2-09.3(1), 8-20.3(4), 8-24.3(2) PROPER MATERIAL. 14 PERFORM CLASSIFICATION AND TESTING _ X WSDOT: 2-09.3(1)E OF COMPACTED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, 15 DENSITIES AND LIFT THICKNESSES DURING X _ WSDOT: 2-09.3(1)E PLACEMENT AND COMPACTION OF COMPACTED FILL. PRIOR TO PLACEMENT OF COMPACTED FILL, 16 INSPECT SUBGRADE AND VERIFY THAT THE - X WSDOT: 2-09.3(1) SITE HAS BEEN PREPARED PROPERLY. IBC TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS INSPECT DRILLING OPERATIONS AND 17 MAINTAIN COMPLETE AND ACCURATE X - WSDOT 8-20.3(4) RECORDS FOR EACH ELEMENT. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT 18 DIAMETERS, LENGTHS AND ADEQUATED X - WSDOT 8-20.3(4) END -BEARING STRATA CAPACITY. RECORD CONCRETE VOLUME. CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak _.. a 0 _. ej, L 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STRUCTURES GENERAL NOTES S600 DRAWING NO. R-408029A SHEET: 29A of 36 © 2023 OTAK, INC. 0 LLJ I- E N L0 N O N a a rL END SUPPORT rL INT. SUPPORT rL INT. SUPPORT rL END PORT 5'-11Y2" (36) INTERMEDIATE SUPPORTS: 35 SPA. AT 6'-0" = 210'-0" 5'-11Y2" I I _j o co Q ~o m GRATE SUPPORT 36) INTERMEDIATE GRATE SUPPORTS (TYP.) GRATE B END GRATE SUPPORT 1 A - ............ Z_ �= 0 w w � I Z� 0 � �N nz o..................... 60 J Q -4- 10 o m " p I Oo 00 I N > N oN I �� N � Q � Y2 " GAP 222'-3Y2" OUT -OUT GRATE 2 " GAP 10" END .00 222'-4" INSIDE VAULT LENGTH 04011111111 10" END WALL WALL 224'-0" OUT -OUT VAULT LENGTH 00e< G ED VAULT TOP P L SCALE:1/8" - ,-0 GRATED VAULT TOP GENERAL NOTES '0001111111 1. PROVIDE ALL MATERIALS AND PERFORM ALL WORK ACCORDING TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) 2023 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND SPECIAL PROVISIONS. 2. DESIGN IS ACCORDING TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH q- INTERMEDIATE SUPPORT q- INTERMEDIATE SUPPORT q- END SUPPO EDITION, AND THE WSDOT BRIDGE DESIGN MANUAL, JUNE 2022 EDITION. 6'-0" (TYP.) 5'-11Y2" (TYP.) 3. DESIGN LOADING INCLUDES DEAD LOAD OF MEMBERS AND 90 PSF LIVE LOAD. 5'-11" GRATE LENGTH 5-11" GRATE LENGTH 00 INSIDE FACE OF VAULT 4. PROVIDE STEEL SHAPES AND PLATES ACCORDING TO ASTM A709, GRADE 50. REINFORCED CONCRETE THREE VAULT INTERMEDIATE KEEPER PLATE g PLAN I KEEPER PLATE I 5. PROVIDE ANCHOR BOLTS ACCORDING TO ASTM F1554, GRADE 55. -SIDED 4�► R Y2"x1Y2" x 0'-8" R Y2%4" x 0'-4" 411 STRUCTURE, BY OTHERS L 6x6x1 x 0'-8" L6x6x1 x 0' R Y2"x1Y2" x 0'-6" 6. STEEL SHALL BE GALVANIZED ACCORDING TO AASHTO M 111. GALVANIZE AFTER FABRICATION OF WELDED ASSEMBLIES. CO END KEEPER 7. BOLTS, NUTS, AND WASHERS SHALL BE HOT -DIP GALVANIZED ACCORDING TO PLATE PLAN AASHTO M 232 OR ASTM F2329. tt 111 GALVANIZED SURFACES ALTERED OR DAMAGED DURING CONSTRUCTION OR HANDLING 1111 R Y2"x1Y2" x 21'-0" HALL BE REPAIRED ACCORDING TO ASTM A 780 AND AASHTO M 111. GRATE DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN 9. PRO GRATE AS FOLLOWS: INCORPORATED INTO THESE 9.1. W D STEEL BAR GRATING REINFORCED CONCRETE " - AS BUILT DRAWINGS, BUT ARE NOT 9.2. SERR SURFACE VAULT END WALL, BY HIGHLIGHTED/ CLOUDED FOR CLARITY. 9.3. BANDING AROUND EACH PANEL OTHERS 9.4. HOT DIP GAL ZED THESE "AS -BUILT" PLANS REFLECT 9.5. CAPACITY TO SU T LIVE LOAD LISTED ABOVE 10" DESIGN INFORMATION, INCLUDING 9.6. SECURE WITH TAMPE OOF HARDWARE TO GRATE SUPPORT BEAMS. PLAN REVISIONS MADE DURING 9.7. 19-W-4, 1Y2x3/6 WITH A LOAD OF 10.7 PSF IS ASSUMED IN THE DESIGN 11.1,107111111 CONSTRUCTION, WITH "AS -BUILT" AND DETAILS. INFORMATION PROVIDED BY THE 9.8. SUBMIT GRATING TYPE, FASTENE YPE, AND ASSEMBLY DETAILS FOR W8x21 X 20'-0" (TYP.) CONTRACTOR. OTAK HAS NOT APPROVAL PRIOR TO FABRICATION. REVIEWED THE INFORMATION FL Y2"x1Y2" x 21'-0" SUPPLIED BY THE CONTRACTOR FOR 10. PROVIDE WELDING AS FOLLOWS: ACCURACY AND HAS NOT SURVEYED 10.1. WELD ACCORDING TO AASHTO AWS D1.1 STRUC L WELDING CODE - STEEL. TO VERIFY THE "AS -BUILT" 10.2. ALL WELDS SHALL INCLUDE A SEAL WELD, UNLESS D OTHERWISE. VIEW A NOTE: CONDITIONS SHOWN. 10.3. SEE SECTION 6-03.3(25) FOR FURTHER INFORMATION 0 ELDING, AND MIRROR END SUPPORT FOR INSTALLATION SECTION 6-03.3(25)A AND THE SPECIAL PROVISIONS FOR F ER SCALE:3/4" = V-0" AT OTHER END OF VAULT CHARLES DEWEY, P.E INFORMATION ON WELDING INSPECTION. 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 DESIGNER DRAWN BY CHECKED BY CITY OF R E N T O N PUBLIC WORKS OTAK 33201.A � 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 Otak RD RD RD PROJECT NUMBER + 100 kk 11241 Willows Road NE, Suite 200 Redmond, WA .4446 425.822.4446 www.otak.com GRATED VAULT TOP PLAN (NOT CONSTRUCTED) R-408030 S601 NO. REVISION COMMENTS BY REVIEW DATE M O N R O E AVE NE INFILTRATION F A C I L I T Y CITY PROJECT SWP-27-4080 1 S102 GRATED VAULT TOP DELETION SA RD 4 1624 DRAWING NO. SHEET: 30 of 36 © 2023 OTAK, INC. R Y2x 1 Y2" x 0 SUPPORT ANGLE L6x6x1 x 0'-8" 1 1 END PLATE R Y2%4" x 0'-8" REINFORCED CONCRETE THREE —SIDED VAULT STRUCTURE GRATE 41 ° 6" ay„ 2 _ GRATE: (7) PANELS AT 3'-0" = 21'-0" GRATE SUPPORT AND q- VAULT GRATE SUPPORT BEAM, W8x21 x 20'-0" SECTION B INTERMEDIATE GRATE SUPPORT TERMEDIATE GRATE SUPPORT 6'-0„ 5'-11Y2„ 5' —11 " TYPICAL INTERMEDIATE PANEL I 5' —11 " TYPICAL END PANEL GRATE E I � I SIDE WALL OF REINFORCED CONCRETE THREE —SIDED VAULT STRUCTURE SECTION C „ Y 4 R Y2x1Y2" x 21'-0" KEEPER PLATE GRATE z R Y2"x4" x 0'-4" GRATE SUPPORT Y4" GAP (INT. PANELS) 3/4" GAP (END PANELS) I Y4 / TYP. Y4 01101,0M KEEPE R %� MCA TE x 0'-4" a N END WALL OF REINF D CONCRETE TH SIDED VAUL RUCTUR KEEPER PLATE R Y2" x 4" x 0' — 4" SEAL Y4 SEAL Y4 TYP. Y4 TYP. 4 ,0000 � I J SUPPORT ANGLE SUPPORT ANGLE L6x6x1 x 0'-8" A 1 000000 L6x6x1 x 0'-6" I ' END PLATE 2 ! "X5%4„ X 0,-8Y4„ SUPPORT BEAM SIDE WAL REINFORCED W8x21 x 20'-0" CO TE THREE —SIDED VAULT STRUCTURE VIEW E SCALE:3" = 1'-0" - r DESIGNER DRAWN BY CHECKED BY RD RD RD a NO. REVISION COMMENTS BY REVIEW DATE n 1 S102 GRATED VAULT TOP DELETION SA RD 4 16 24 N END PLATE R Y2" x 5Y4„ x 0, — 8Y4„ SIDE WALL OF REINFORCED SUPPORT BEAM CONCRETE THREE —SIDED W8x21 x 20'-0" VAULT STRUCTURE VIEW F SCALE:3" = 1'-0" - milfwwl rL END GRATE SUPPORT END GRATE SUPPORT 2Y" 2 1 " GAP INSIDE FACE OF VAULT _ Y2„ —GAP R Y2x1Y2" x 21'-0" Y4 TYP. Y4 CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com END WALL OF REINFORCED CONCRETE THREE —SIDED VAUL T STRUCTURE 0 r W rA GRATE SEAL 4 TYP. Y4 SUPPORT BEAM W8x21 x 20'-0" SUPPORT BEAM 00 VIEW SCALE: 3" = 1 '- 0" DESIGN REVISIONS MAD 14 ING 14111 CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 Y4„ GAP R Y2x1Y2"x0'-8" Y4 TYP. Y4 Y4"x3Y2„xO'-8„ ELASTOMERIC BEARING SUPPORT ANGLE L6x6x1 x 0'-8" Y4 SEAL Y4 TYP. END PLATE R Y2"x4"xO'-8" REINFORCED CONCRETE THREE —SIDED VAULT STRUCTURE CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER GRATED VAULT TOP DETAILS (NOT CONSTRUCTED) S602 DRAWING NO. R-408031 SHEET: 31 of 36 © 2023 OTAK, INC. :O n h N E cu z DESIGNER DRAWN BY CHECKED BY CITY OF R E N T O N PUBLIC WORKS • RD RD RD 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 NO. REVISION COMMENTS BY REVIEW DATE n 1 S102 GRATED VAULT TOP DELETION SA RD 4/1 24 N a i MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER GRATED VAULT TOP DETAILS I S603 (NOT CONSTRUCTED) DRAWING NO. R-408032 SHEET: 32 of 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 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 INFILTRATION FACILITY ISOLATOR ROW INFILTRATION GRAVEL PER SPECIAL PROVISIONS 2-03 AND 9-03.16 MAINTENANCE ACCESS ROAD PER GRAVEL BORROW PER SECTION ON SHEET C510 WSDOT STD SPEC. 9-03.14(01), COMPACTED PER WSDOT STD. SPEC NON -INFILTRATION MATERIAL 2-03.3(14)C, METHOD C COMPACTED PER SPECIAL UNDER ACCESS ROAD PROVISIONS 2-03. �QOQOQO� QOQOQ . �DO�ODO� DO�OD d 2oO000googo ^o�o�o ono o j �OOOOOOOOOOOOO d O O d, C TYPE 2, MANIFOLD O O OO �C CB (TYP.) f 1i O �w0v�U00�00 °vo°o o rDODODOD ODODOa ° o �AoDa�oDa�oDa�o -3,0�0 �0000000g000go O .o �401 �O OHO O ° O O � 000000g000go O . Oo QQQQQQQQQQQ a O . O O�ODO�ODO�O O O o O O ogo ogo 0 �O O�O� O OQOQO OQO O 00 OOOOOgOOOgO INFILTRATION a 0 O �o OQOQOQOQOQO FACILITY MANIFOLD PIPE, 24" DIAM SD. O O C oago oo a O O O INFILTRATION FACILITY MANIFOLD STUB -OUT, c IE IN = 315.19 24" DIAM. SD. LENGTH VARIES O 9 CI O IE OUT = O O O BOTTOM OF CHAMBERS=315 O d 315.19 O O r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP OF GRAVITY BLOCK WALL=314.5 ° • a b � d GEOTEXTILE ELEVATION=314 p - O oN � O.O • O.O . °D' O O O O O O O O O O O O O D •a a. SUMP=313.19 O. U. C GEOTEXTILE FABRIC, NON -WOVEN ° O O Oo 0 o O GEOTEXTILE FOR UNDERGROUND ; O O° O O O O O O O O O O O O O C C DRAINAGE, MODERATE SURVIVABILITY p Q . CSEPARATION O. O . O. O . O. 0. O.0. O.0. C O O O O O O CLASS C PER WSDOT 9-33.2(1) � O O O O O O O O O O Oo Oo Oo Oo Oo Oo D ° p . O. O.O. O.O. 0. 0.1 0. 0.1 0. 0.1 O.O. 0. 0.1 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INFILTRATION GRAVEL PER O O O O O O O n n n O O p ., ^ ., ^ SPECIAL PROVISIONS 2-03 0�o 0 o GRAVITY BLOCKAD GEOTEXTILE FABRIC, NON WOVEN GEOTEXTILILE O.O O.O O.O . C FOR UNDERGROUND DRAINAGE, MODERATE AND 9-03.16 LIMITS OF GRAVITY O O (TYP.) O D SURVIVABILITY CLASS C PER WSDOT 9-33.2(1) O O O O O O C `ov o BLOCK WALL LIFT (TY t, 0.1 O.O. 0-0.1 0.0.1 O.O. O.O. O. O.O. C o 0 0 0 0 0 0 0 0 0 9 O 0 O 0 O O O O O O n E z p GRAVITY BLOCK, INFILTRATION GRAVEL, =1 WALL CONTROL LINE ° °D AND NON -INFILTRATION MATERIAL SHALL BE 0 o p PLACED AS DESCRIBED IN NOTE 3 J U U U U U U U U U U U U � D ,-, GEOTEXTILE FABRIC, NON -WOVEN O C VERTICAL WALL D GEOTEXTILE FOR UNDERGROUND NO BATTER D O O O DRAINAGE, MODERATE SURVIVABILITY O O' c o 0 0 0 0 0 0 0 0 0 0 a ' CLASS C PER WSDOT STD. SPEC 9-33.2(1) O OF O O C r o 0 0 2.50' (TYP.) O O O O O O O O O O O C L o 0 0 0 0 0 0 0 0 0 0 o C`" ~ D O• .0. O.O. O.O. O.O. O.O. O.O. O.O. C o o BOTTOM OF WALL, ELEVATION 289.5 0 0 0 0 0 0 GRAVITY BLOCK WALL TYPICAL SECTION NTS n NO N D N L co 5 a s i DESIGNER DRAWN BY CHECKED BY RD RD RD REVISION COMMENTS I BY I REVIEW DATE j/Af> \ , ° \ \ \ \ °D . °D . ° 0 D ' p oD . p p p p p D p p'\ D D D' D. p °D GRAVITY BLOCK (TYP.) p . p D p D STAGE 1 EXISTING GRADE (1.51loo 2.5' MIN. OVERLAP OF p GRAVITY BLOCK ° ° p ° FILL BETWEEN EXISTING NATIVE MATERIAL AND GRAVITY BLK WITH D CSTC PER WSDOT STD. OSP C 9E03 9(3) (TYP.) ` \ EXISTING NATIVE MATERIAL GRAVITY BLOCK SLOPE KEY -IN DETAIL NTS NON -INFILTRATION MATERIAL PER SPECIAL PROVISIONS 2-03. 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. CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com p . Q . D p 5.0' (TYP.) ° p p D. p °D ° D D D �F. D . Q . D p p D . I 6" THICK CRUSHED SURFACING TOP COURSE LEVELING PAD 05 SELECT BORROW PER SPECIAL PROVISIONS 2-03 AND 9-03.14(2) DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER GRAVITY BLOCK WALL DETAILS S604 DRAWING NO. R-408033 SHEET: 33 OF 36 © 2023 OTAK, INC. FOUNDATION ELEVATION NTS 9 n N z DESIGNER DRAWN BY CHECKED BY CITY OF R E N T O N PUBLIC WORKS RD RD RDAA6vftL 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 NO. I REVISION COMMENTS n N _ N 0 1 BY I REVIEWI DATE MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak mi 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com ✓G DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CALL BEFORE YOU DIG 1-800-424-5555 LUMINAIRE FOUNDATION DETAILS OTAK 33201.A PROJECT NUMBER S605 DRAWING NO. R-408034I SHEET: 34 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CONSTRUCTION NOTES IR J N E cu z A LQ W Q O W W DESIGNER I DRAWN BY I CHECKED BY LM I LM 1 K13 NO. REVISION COMMENTS BY REVIEW DATE n , SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 z SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR— RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com Z 8„ C 36" 36" SS MH 46" CONC RIM = 342 10"PVC (I 10"PVC (" SD MH TYPE2 RIM = 3� 18" CPP 36" CMF 36" CMF SD MH 60" CON( RIM = 34,1 8" CMP (I 18" CPP ( 8" CMP (l 36" CMP 36" CMP SD CB TYPE 1 RIM = 3� 8" CMP I SUMP = SD CB TYPE 9 RIM = 8" CMF SUMP SS MH RIM = 347.79 10"PVC (N) IE = 10"PVC (S) IE 0 GRATED VAULT TOP 20 PLAY FIELD SEED MIX O3 CALIFORNIA INCENSE CEDAR 40 ROOT BARRIER ODROUGHT TOLERANT SHRUB PLANTING GENERAL NOTES 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. 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 DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS —BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS —BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3 / 14 /2025 44 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER LANDSCAPE PLAN I L701 DRAWING NO. R-408035 SHEET: 35 OF 36 © 2023 OTAK, INC. NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. PLANT SCHEDULE TREE PLANTING CALOCEDRUS DECURRENS / CALIFORNIA INCENSE CEDAR DROUGHT TOLERANT SHRUB PLANTING CISTUS CORBARIENSIS / WHITE ROCKROSE JUNIPERUS CHINENSIS 'TORULOSA' / HOLLYWOOD JUNIPER JUNIPERUS COMMUNIS 'COMPRESSA' / PYRAMIDAL COMMON JUNIPER JUNIPERUS HORIZONTALIS 'BLUE CHIP' / BLUE CHIP JUNIPER JUNIPERUS SABINA'TAMARISCIFOLIA' / TAMARIX JUNIPER JUNIPERUS SCOPULORUM 'GRAY GLEAM' / GRAY GLEAM JUNIPER PLAY FIELD SEED MIX 45% LOLIUM PERENNE 25% POA PRATENSIS 15% LOLIUM PERENNE 15% FESTUCA RUBRA PERENNIAL RYEGRASS KENTUCKY BLUEGRASS PERENNIAL RYEGRASS 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 TREES (AS SPECIFIED) SET ALL PLANTS PLUMB SET ROOT CROWN TO BE 1"-2" ABOVE FINISH GRADE. KEEP MULCH CLEAR OF TREE OR SET ROOTBALL ON SUBGRADE. CUT AND REMOVE TWINE SHRUB BASE.. AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKETS.) 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. 1'- 6" SHRUB PLANTINGS (AS SPECIFIED) r-1:1 MAX SLOPE i 38 6' HT DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS —BUILT" DRAWINGS, BUT ARE 1 HIGHLIGHTED/ CLOUDED FOR CLAI 32,060 SF 750 2 GAL THESE "AS —BUILT" PLANS REFLEC 36 5 GAL DESIGN INFORMATION, INCLUDING 1,443 2 GAL PLAN REVISIONS MADE DURING 214 2 GAL CONSTRUCTION, WITH "AS —BUILT" 303 2 GAL INFORMATION PROVIDED BY THE 143 5 GAL CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR F 101,630 SF ACCURACY AND HAS NOT SURVEY "AS TO VERIFY THE —BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 Ir NO HOLLYWOOD JUNIPERS OR GRA) GLEAM JUNIPERS SHALL BE PLANTE[ WITHIN A 5' BUFFER OF AN`r STRUCTURE OR PAVEMENT. LANDSCAPE BOULDERS ROCK CLASS ROCK WEIGHT (LBS) AVERAGE LONGEST (-MAN) DIMENSION (INCHES) 3 700 TO 2,000 28 - 36 4 2,000 TO 4,000 36 - 48 LANDSCAPE BOULDER, PER SPECIAL PROVISIONS 8-20. BURY 1/3 DEPTH OF LANDSCAPE BOULDER INTO FINISHED GRADE (TYP.) r FINISHED GRADE DROUGHT TOLERANT SHRUB PLANTING LAYOUT NOT TO SCALE PLAY FIELD SEED MIX 18" DEPTH TOPSOIL TYPE A MULCH 3" DEPTH IN ALL DROUGHT TOLERANT SHRUB PLANTING AREAS SHRUB BASE) GRAVEL BORROW 36" DEPTH TOPSOIL TYPE A DEPTH ROOT BARRIER Cj Ljc/ Ljc/ TREE PLANTING, SHRUB PLANTING, LANDSCAPE BOULDER, AND ROOT BARRIER DETAIL NOT TO SCALE i I DESIGNER DRAWN BY CHECKED BY LM LM KB a NO. REVISION COMMENTS BY REVIEW DATE n CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak iin 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com r I I\r%IVIIVf1L IIUIVIIVIVIV JVI41F LI\ - 111 L I\vvl\I\vvL FINISH GRADE TOPSOIL TYPE A 12" DEPTH GRAVEL BACKFILL _ FOR WALLS COMPACT IN 6" LIFTS PARALLEL TO FINISH STORMWATER INFILTRATION GRADE. COMPACT SOIL FACILITY UNTIL A FOOTPRINT DOES NOT EXCEED 1" DEPTH. SEE SHEETS C302-303 FOR SUBGRADE DEPTH 0�00�0 �Oo�C �Oo0o0o0o0aC GRAVEL BACKFILL FOR WALLS 0 od'o OO 0 OO 0 OO oc 0 0 �n n n n nn nr NOTES: o ) 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. TOPSOIL TYPE A PREPARATION DETAIL NOT TO SCALE CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER LANDSCAPE DETAILS L702 DRAWING NO. R-408036 I SHEET: 36 of 36 © 2023 OTAK, INC.