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SENZA LAKEVIEW RECORD DRAWINGS_190419.pdf
7 9 12 14 15 16 11 13 8LAKE WASHINGTON BLVD NORTHNORTH 40TH STREET PARK AVENUE NORTH5 2 1 3 4 17 10 6 SD AND MONUMENT TRACT WELLS AVE NN 39TH CT. OPEN SPACE TRACT TBLOCK CSIT1391501 OTOP1391501 VICINITY MAP SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS RECORD DRAWINGS MARCH 22, 2019 CITY OF RENTON, WASHINGTON SENZA LAKEVIEW VICINITY MAP N NOT TO SCALE LAKE WASHINGTON LAKE WASHINGTON BOULAVARD NN 40TH STREET PARK AVENUE NI-405 N 38TH STREET MEADOW AVENUE NN 36TH STREET PROJECT SITE CIVIL ENGINEER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE SURVEYOR AXIS SURVEY & MAPPING CONTACT: STEPHEN H PHILLIPS JR APPLICANT ICAP LAKEVIEW, LLC CONTACT: JIM CHRISTENSEN PROJECT TEAM PROJECT DATA GENERAL SITE DEVELOPMENT SETBACKS SERVICE PROVIDERS TRAFFIC ENGINEER TRANSPORTATION ENGINEERS NORTHWEST CONTACT: JEFF SCHRAMM, PE GEOTECHNICAL ENGINEER EARCH SOLUTIONS, LLC CONTACT: KEVEN D. HOFFMANN, EIT OVERALL SITE PLAN COVER SHEET IN FEETPLAN 0 N 50 100 C0.00 DRAWING INDEX SHEET DWG DESCRIPTION LANDSCAPE ARCHITECT GHA LANDSCAPE ARCHITECTS CONTACT: NEIL BUCHANAN ILLUMINATION DESIGN TENW CONTACT: MICHAEL READ, PE LEGAL DESCRIPTION/TITLE REPORT NOTES ’ ’ DATUM/BASIS OF BEARINGS HORIZONTAL DATUM: ORIGINATING BENCHMARK: R-393401 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWGENERAL PROJECT NOTESABBREVIATIONS CONSTRUCTION MATERIALS MATERIAL WSDOT SPEC (UNLESS OTHERWISE NOTED) CRUSHED SURFACING TOP COURSE 9-03.14(1) 2-03.3(14)E,F LINED CORRUGATED POLYETHYLENE PIPE (LCPE)9-05.1(7) 6.02.3(2)B CORRUGATED METAL PIPE (CMP) PVC PIPE BLACK VINYL COATED CHAIN LINK FENCE ROADWAY DESIGN CRITERIA LAKE WASHINGTON BLVD N 40TH STREET PARK AVENUE N X X X X X //////// SS GAS W W F F LEGEND LEGEND, ABBREVIATIONS, AND GENERAL NOTES N 39TH CT WELLS AVE N R-393402 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWSANITARY SEWER NOTES AND SPECIFICATIONS CITY OF RENTON STANDARD NOTES CITY OF RENTON HEX CONDITIONS CITY OF RENTON STANDARD NOTES R-393403 ENVIRONMENTAL REVIEW (LUA16-000165, ECF, PP, SM), MAY 2ND, 2016 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWCITY OF RENTON STANDARD NOTES CITY OF RENTON STANDARD NOTES SURFACE WATER STANDARD PLAN NOTES ’’ “” EROSION CONTROL NOTES R-393404 STRUCTURAL NOTES EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE ’ LAKE WASHINGTON BLVD NORTHN 40TH ST PARK AVE NTBLOCK OTOP1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWEXISTING CONDITIONS IN FEETPLAN 0 N 30 60 R-393405 DATUM/BASIS OF BEARINGS HORIZONTAL DATUM: ORIGINATING BENCHMARK: LEGAL DESCRIPTION/TITLE REPORT NOTES ’ ’ NOTES REFERENCES SCHEDULE B SPECIAL EXCEPTIONS SURVEYORS NARRATIVE SURVEY DATA 86 NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVD NORTH1413 9 12 15 16 11 7 8 5 2 1 3 4 17 10 6 N 39TH CT WELLS AVE NOPEN SPACE TRACT SD AND MONUMENT TRACT ALIGNMENT DATA TBLOCK CSIT1391501 OTOP1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWDATUM/BASIS OF BEARINGS HORIZONTAL DATUM: ORIGINATING BENCHMARK: LEGAL DESCRIPTION/TITLE REPORT NOTES ’ ’ NOTES REFERENCES SCHEDULE B SPECIAL EXCEPTIONS SURVEYORS NARRATIVE SURVEY DATA HORIZONTAL AND VERTICAL CONTROL PLAN IN FEETPLAN 0 N 50 100 R-393406 CONSTRUCTION NOTES LEGEND LEGEND X X X SD //// 8 9 12 14 15 16 11 13 7 17 10 6 5 2 1 3 4LAKE WASHINGTON BLVD NORTHNORTH 40TH STREET PARK AVENUE NORTHTBLOCK CSIT1391501 OTOP1391501 CNOT1391501 CUSD1391501 TESC1391501 CGRD1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWRECOMMENDED CONSTRUCTION SEQUENCE IN FEETPLAN 0 N 30 60 ESC PLAN R-393407 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWTEMPORARY INTERCEPTOR DITCH CONSTRUCTION FENCING XTYPICAL CLEARING LIMITS ESC DETAILS R-393408 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWCATCH BASIN PROTECTIONGRAVEL CONE TREE PROTECTION FENCE DETAIL ESC DETAILS SEDIMENT POND SUMMARY TABLE FACILITY NO.IMPERVIOUS (AC.)PERVIOUS (AC.)TOTAL (AC.)DESIGN Q10 (CFS) MINIMUM WATER SURFACE AREA (SF)W.S. ELEV. (FT.)BOT. ELEV. (FT.) OUTLET SECTION TEMPORARY SEDIMENT POND R-393409 86LAKE W A S HI N GT O N BLV D N O RT H NORTH 40TH STREET PARK AVENUE NORTHCB120 CB115 CB125 CB130 CB61 CB65 CB60 CB55 CB70CB75CB71 CB10 CB15 CB20 CB140 CB135 7 8 9 12 14 15 16 11 13 CB76 17 10 6 5 2 1 3 4 CB210 CB205 CB305 CB310 LEGEND 10 RD TBLOCK CUSD1391501 CSIT1391501 CGRD1391501 OTOP1391501 CNOT1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWOVERALL STORM DRAINAGE PLAN INDIVIDUAL LOT BMP'S IN FEETPLAN 0 N 30 60 R-393410 LAKE WASHINGTON BLVD NORTHNORTH 40TH STREET PARK AVENUE NORTHSD AND MONUMENT TRACT 8 9 12 14 15 16 11 13 7 17 10 6 5 2 1 3 4 OPEN SPACE TRACT LEGEND 10 RD OVERALL SITE GRADING PLAN IN FEETPLAN 0 N 30 60 CSIT1391501 CGRD1391501 OTOP1391501 CUWS1391501 CUSD1391501 CNOT1391501 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWN 39TH CT WELLS AVE NR-393411 A B CB65, CB60, CB71, CB70, CB75, 7 8 12 11 WELLS AVE NCB76, CB61, 5 6 4 N 39TH CT CB75, CB65, CB76, CB71, CB70, 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES CONSTRUCTION NOTES CURB RETURN TABLE 1 2 TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP CNOT1391501 OILUM1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE PLAN AND PROFILE KEYMAP N 39TH CT SEE C3.03 R-393412 T-393401 N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 CB71, CB70, CB75, 7 8 CB76, N 39TH CT2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES CB75, CB76, TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP CNOT1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWN IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 ROAD C ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE KEYMAP SEE C3.01 R-393413 T-393402 9 12 1113 8 CB60, CB65, CB61, CB125, CB120, CB130, CB115, CB55, NORTH 40TH STREETWELLS AVE N N 39TH CT10 2 1 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES CONSTRUCTION NOTESCURB RETURN TABLE 1 2 CB55, CB130, CB61, CB60, CB65, CB120, CB125, EXIST. CB 6, CB115, SSMH15 SSMH10 SSMH05 TBLOCK CSIT1391501 KEYMAP OTOP1391501 CNOT1391501 CGRD1391501 CUSD1391501 OILUM1391501 CUWS1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE PLAN AND PROFILE N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 ROAD A KEYMAP SEE C3.05 SEE C3.05 R-393414 T-393403 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES CONSTRUCTION NOTES LAKE WASHINGTON BLVD NORTH CB20, CB15,CB10, CB5, CB145, OPEN SPACE TRACT 5 3 SD AND MONUMENT TRACT 4 CB5, CB10, CB15, CB20, CURB RETURN TABLE 1 TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP CNOT1391501 OTOP1391501 OILUM1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE PLAN AND PROFILE N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 KEYMAP LAKE WASHINGTON BLVD SEE C3.05SEE C3.07 R-393415 T-393404 B A 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES CONSTRUCTION NOTES CB20, CB135, CB130, CB115, 9 WELLS AVE NCB125,CB120, CB145, CB140, CB141, CB135, CB140, EXIST. CB 6, EXIST. CB 5, CB130, EXIST. CB 2, TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP OTOP1391501 OILUM1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWN IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 KEYMAP ROADWAY GRADING AND DRAINAGE PLAN AND PROFILEPARK AVE NORTHSEE C3.04SEE C3.06 NORTH 40TH STREET SEE C3.07 R-393416 T-393405 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES CONSTRUCTION NOTES PARK AVENUE NORTH 141516 NORTH 40TH STREET17 CB200, CB205, CB210, EXIST. CB 4, CB200, CB205, CB210, CURB RETURN TABLE 1 TBLOCK CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP OTOP1391501 OILUM1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWN IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 KEYMAP ROADWAY GRADING AND DRAINAGE PLAN AND PROFILE SEE C3.05 R-393417 T-393406 PARK AVE NORTH CB70, CB76, CB75, CB140, EXIST. CB 1, CB145, EXIST. CB 2, CB20, SD AND MONUMENT TRACT CB141, CB305, CB310, EXIST CB 00, LAKE WASHINGTON BLVD. NWELLS AVENUE NCB75, CB140, CB145, EXIST. CB 2, EXIST. CB 1, CB141, CB305, EXIST CB 00, CB310, TBLOCK CGRD1391501 CSIT1391501 OTOP1391501 CUSD1391501 OILUM1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWN IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 STORM DRAINAGE PLAN AND PROFILE SEE C3.05 SEE C3.04 SEE C3.01 CONSTRUCTION NOTES R-393418 WQ VAULT TO OFFSITE WQ VAULT ACCESS ROAD BLOWUP DETAIL CALL BEFORE YOU DIG 1-800-424-5555 CP H ONS ULTANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management DRIVEWAY DETAIL AA TBLOCK TBLOCK_COR SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE DETAILS PARK AVENUE NORTH LAKE WASHINGTON BLVD (COLLECTOR ARTERIAL ROAD) NEW ON-SITE ROAD (LIMITED RESIDENTIAL ACCESS)NORTH 40TH STREET (COLLECTOR ARTERIAL ROAD) R-393419 T-393407 2'-4"INSIDE RIMPLAN VIEW 6"AA SECTION A-A SECTION B-BA 514"2'-0" INSIDE 2'-012" OUTSIDEB2'-4"2'-0" 4'-434" 5" 5" 4'-834" OUTSIDE RIM 2'-4" INSIDE RIM 2'-4" INSIDE RIM FLOW B B HFLOATABLES BAFFLE WEIR WALL CLEANOUT ACCESS PLUG ON WEIR WALL CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY CONTRACTOR ACCESS COVER VANED INLET GRATE (SOLID COVER OPTIONAL) INLET STUB (OPTIONAL) INLET STUB (OPTIONAL) PERMANENT POOL ELEVATION LIFTING EYE (TYP. OF 4) CARTRIDGE SUPPORT CATCHBASIN FOOT (TYP. OF 4) OUTLET STUB OUTLET PIPE FROM FLOWKIT OPTIONAL SLOPED LID FINISHED GRADE FILTRATION BAY INLET PERMANENT POOL ELEVATION STORMFILTER CARTRIDGE FILTRATION BAY INLET FLOW KIT 1'-0" COLLAR CATCHBASIN FOOT (TYP. OF 4)8'-0"PLANFLOWFLOW5'-218" 2316" 2316" ALTERNATE PIPE LOCATION 7'-3 " 3'-3" 11'-0" STORMFILTER CARTRIDGE FILTRATION BAYOUTLET BAY INLET BAY TRANSFER HOLE AND COVER FRAME AND COVER (DIAMETER VARIES) N.T.S. FOR M AINTENANCE CALL 1.8 00 .3 3 8 .1 122 www.ContechES.com TMClean wa t e r starts here ® ELEVATION STORMFILTER CARTRIDGE FLOW KIT INLET PIPE (H)(W)5'-3" MIN(6'-0")STEPS FRAME AND COVER (TYP OF 2) GRADE RINGS/RISERS (TYP OF 2) SEPARATION WALL WEIR WALL OUTLET PIPE RIM ELEV. = 56.50' ± TOP OF STRUCTURE ELEV. = 55.33' OUTSIDE BOTTOM ELEV. 45.24' INLET PIPE 1 INV. ELEV. = 51.00' INLET PIPE 2 INV. ELEV. = 51.00' OUTLET PIPE 1 INV. ELEV. = 50.50' INLET PIPE 3 INV. ELEV. = 51.50' ELEVATION VIEW OIL BAFFLE SEPARATION SCREEN SOLIDS STORAGE SUMP SECTIONS CONTAINING INTERNAL COMPONENTS ARE DELIVERED MECHANICALLY ATTACHED INLET 1 Ø12" PVC (Ø16" OPENING) INLET 2 Ø12" PVC (Ø16" OPENING) INLET 3 Ø6" PVC (Ø12" OPENING) OUTLET 1 Ø18" PVC (Ø24" OPENING) PVC HYDRAULIC SHEAR PLATE PERMANENT POOL ELEV. FIBERGLASS SEPARATION CYLINDER & INLET CONTECH TO PROVIDE GRADE RING/RISER CONTRACTOR TO GROUT TO FINISHED GRADE 2'-3"4'-0"6'-0"5'-3"1'-11516"2'-0"Ø4'-10116" 1'-9" INLET 1 INLET 2 INLET 3 Ø4' I.D. Ø4' - 10" O.D. PLAN VIEW 30" x 4" FRAME AND COVER FIBERGLASS INLET, AND CYLINDER CENTER OF CDS STRUCTURE, SCREEN AND SUMP OPENING PVC HYDRAULIC SHEAR PLATE 2" OFFSETFLOW 2" OFFS E T FLOWFLOW FLOW68°22°6 0 ° 75°45°SECTION A-A TBLOCK CGRD1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE DETAILS R-393420 800-338-1122 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 2 CARTRIDGE CATCH BASIN STORMFILTER STANDARD DETAIL \\IPA\PUBLIC\PROJECT\0139\15001\DWG\SHEETS\FINAL ENGINEERING\C3.102.DWG 3/22/2019 1:34 PMTHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. 6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. www.ContechES.com STORMFILTER STEEL CATCHBASIN DESIGN NOTES CARTRIDGE HEIGHT SPECIFIC FLOW RATE (gpm/sf) CARTRIDGE FLOW RATE (gpm) RECOMMENDED HYDRAULIC DROP (H) 27"18"18" DEEP 3.05'2.3'3.3' STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION 18.79 12.53 12.53 2 gpm/sf 22.5 11.25 15 15 7.57.5 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY INLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0" PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9" CONFIGURATION STRUCTURE ID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs) CARTRIDGE FLOW RATE (gpm) MEDIA TYPE (PERLITE, ZPG, PSORB) RIM ELEVATION PIPE DATA:I.E.DIAMETER INLET STUB OUTLET STUB NOTES/SPECIAL REQUIREMENTS: 1-CARTRIDGE CATCHBASIN STORMFILTER DATA SLOPED LID SOLID COVER OUTLET INLET INLET OUTLET INLET INLET CARTRIDGE HEIGHT (27", 18", 18" DEEP) CB200 0.01 0.28 100-YR 7.5 ZPG 100.86 96.75 12" 96.75 12" YES\NO YES\NO 18" THE STORMWATER MANAGEMENT STORMFILTER 8' x 11' PEAK DIVERSION STORMFILTER STANDARD DETAILTHIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. SPECIFIC FLOW RATE SHALL BE 1, 1.67 OR 2 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ContechES.com 4.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 5.STRUCTURE SHALL MEET AASHTO #### LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. F.CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. ·THE 8' x 11' PEAK DIVERSION STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD. ·THE PEAK DIVERSION STORMFILTER IS AVAILABLE IN A LEFT INLET (AS SHOWN) OR RIGHT INLET CONFIGURATION. ·ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS OTHERWISE NOTED. www.ContechES.com 800-338-1122 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 STORMFILTER DESIGN NOTES CARTRIDGE HEIGHT SPECIFIC FLOW RATE (gpm/sf) CARTRIDGE FLOW RATE (gpm) RECOMMENDED HYDRAULIC DROP (H) 27"18"LOW DROP 3.05'2.3'1.8' CARTRIDGE SELECTION 18.79 12.53 8.35 2 gpm/sf 22.5 11.25 15 10 57.5 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf HEIGHT OF WEIR (W)3.00'2.25'1.75' * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY STRUCTURE ID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (yrs) # OF CARTRIDGES REQUIRED MEDIA TYPE (PERLITE, ZPG, PSORB) PIPE DATA:I.E.MATERIAL DIAMETER INLET PIPE OUTLET PIPE SITE SPECIFIC DATA REQUIREMENTS WIDTH HEIGHTANTI-FLOTATION BALLAST NOTES/SPECIAL REQUIREMENTS: INLET BAY RIM ELEVATION FILTER BAY RIM ELEVATION CARTRIDGE FLOW RATE (gpm) WQ VAULT 0.206 2.57 100 9 11.25 ZPG 49.50 PVC 18" 46.00 PVC 18" 53.5 53.5 N/A N/A PEAK FLOW RATE NOT TO EXCEED (cfs)4.6 4.6 4.6 GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 3. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 4. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 5. IF REQUIRED, PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING MAINTENANCE CLEANING. 6. CDS STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD. INSTALLATION NOTES A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. STRUCTURE WEIGHT APPROXIMATE HEAVIEST PICK = 6500 LBS. STRUCTURE IS DELIVERED IN 3 PIECES MAX FOOTPRINT = Ø4'-10" MATERIAL LIST (PROVIDED BY CONTECH) COUNT DESCRIPTION INSTALLED BY 1 FIBERGLASS INLET AND CYLINDER CONTECH 1 2400 micron, 2' O.D. x 1.67' SEP. SCREEN CONTECH 1 3/16 INCH PVC HYDRAULIC SHEAR PLATE *CONTECH 1 SEALANT FOR JOINTS (BY PRECASTER)CONTRACTOR 1 PLC GRADE RINGS/RISERS CONTRACTOR 1 Ø30" x 4" FRAME & COVER, EJ#41600484, OR EQUIV.CONTRACTOR * SEE HYDRAULIC SHEAR PLATE DETAIL SITE DESIGN DATA WATER QUALITY FLOW RATE 0.22 CFS PEAK FLOW RATE 2.72 CFS RETURN PERIOD OF PEAK FLOW 100 YRS CONTRACT CONTECH DRAWING H2 LAYOUT 1A 2015-4-FGIS 5801 / H2P74403 4/27/17 DATE: APPROVED: XXX CHECKED: SHEET:\\IPA\PUBLIC\PROJECT\0139\15001\DWG\SHEETS\FINAL ENGINEERING\C3.102.DWG 3/22/2019 1:34 PMOF MSG DRAWN:DESIGNED:The design and information shown on this drawing isprovided as a service to the project owner, engineer andcontractor by CONTECH Construction Products Inc. orone of its affiliated companies ("CONTECH"). Neitherthis drawing, nor any part thereof, may be used,reproduced or modified in any manner without the priorwritten consent of CONTECH. Failure to comply isdone at the user's own risk and CONTECH expresslydisclaims any liability or responsibility for such use.If discrepancies between the supplied information uponwhich the drawing is based and actual field conditionsare encountered as site work progresses, thesediscrepancies must be reported to CONTECHimmediately for re-evaluation of the design. CONTECHaccepts no liability for designs based on missing,incomplete or inaccurate information supplied by others.MSG 537436 ---- SEQUENCE No.: 20 PROJECT No.: SCALE:THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THEFOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.CDS2015-4-C - 537436-20KENNYDALE ASSEMBLAGERENTON, WAFOR SYSTEM: PRESETTLINGwww.ContechES.comREVISION DESCRIPTIONDATEBYMARK 1 1 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE DETAILS TYPE 1 and TYPE 1L TYPE 2 REVERSE TYPE 2 STRUCTURE PLACEMENT DETAIL TYPE 1 and TYPE 1L (OPEN CURB FACE) R-393421 T-393408 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWROADWAY GRADING AND DRAINAGE DETAILS R-393422 T-393409 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWR-393423 T-393410 ROADWAY GRADING DRAINAGE AND DETAILS TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWR-393424 T-393411 ROADWAY GRADING DRAINAGE AND DETAILS SECTION PIPE INLET PROTECTION PLAN TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWR-393425 T-393412 ROADWAY GRADING AND DRAINAGE DETAILS SIDEWALK, LIGHTING, AND WALL SECTION SIDEWALK, LIGHTING, AND WALL SECTIONA B TBLOCK CGRD1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWR-393426 T-393413 ROADWAY GRADING AND DRAINAGE DETAILS CONTRACT CONTECH DRAWING A C3.00 LOT 9 - TIERED WALL SECTION B C3.00 LOT 10 - TIERED WALL SECTION IN FEETVERT. 0 IN FEETHORIZ. 0 1 2 1 2 LAKE WASHINGTON BLVD.SD AND MONUMENT TRACTLAKE WASHINGTON BLVD.N 40TH STREET N 40TH STREET WELLS AVENUE NWELLS AVENUE NN 40TH STREET PARK AVENUE NN 40TH STREET OTOP1391501 CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 TBLOCK 17193-CC-ASBUILT CURB-N 40TH-PARK-190111 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWTYPICAL RAMP DET.A TYPICAL RAMP DET.B TYPICAL RAMP DET.C RAMP DETAILS IN FEETPLAN 0 N 10 20 R-393427 T-393414 TYPICAL RAMP DET.D TYPICAL RAMP DET.E N 39TH COURT N 39TH COURT N 39TH COURT WELLS AVENUE NN 39TH COURT WELLS AVENUE NWELLS AVENUE NOTOP1391501 CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWRAMP DETAILS IN FEETPLAN 0 N 5 10 R-393427 T-393414 TYPICAL RAMP DET.F TYPICAL RAMP DET.G TYPICAL RAMP DET.H TYPICAL RAMP DET.I TYPICAL RAMP DET.J LAKE WASHINGTON BLVD NORTHNORTH 40TH STREET PARK AVENUE NORTH9 12 14 15 16 11 13 87 N 39TH CT WELLS AVE N17 10 2 1 6 5 4 3 SS W LEGEND 12 CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 OILUM1391501 TBLOCK OTOP1391501 OLANDSCAPE SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWCOMPOSITE UTILITY PLAN IN FEETPLAN 0 N 30 60 R-393428 W-393401 S-393401 SERVICE STUB SCHEDULE SSMH20 SSMH10 7 8 2 5 3 4 WELLS AVE NN 39TH CT 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES SSMH20 SSMH10 TBLOCK CNOT1391501 CSIT1391501 OTOP1391501 CGRD1391501 CUSD1391501 CUWS1391501 KEYMAP SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWWATER AND SANITARY SEWER PLAN AND PROFILE KEYMAP N 39TH CTSEE C4.02SEE C4.03 SEE C4.03 W-393402 S-393402 N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 6 5 2 3 4 7 N 39TH CT2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES LEGEND TBLOCK CNOT1391501 CSIT1391501 OTOP1391501 CGRD1391501 CUSD1391501 CUWS1391501 KEYMAP SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWWATER AND SANITARY SEWER PLAN AND PROFILE KEYMAP SEE C4.01 W-393403 S-393403 N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES LEGENDN 40TH STSSMH15 8 91211 13 SSMH10 SSMH05N 39TH CTWELLS AVE N 10 2 1 SSMH15 SSMH10 SSMH05 OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP TBLOCK OILUM1391501 OLANDSCAPE SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWWATER AND SANITARY SEWER PLAN AND PROFILE KEYMAP N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 WELLS AVE N SEE C4.01 SEE C4.05 SEE C4.05 W-393404 S-393404 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES 6 5 3 4 SD AND MONUMENT TRACT OPEN SPACE TRACT TBLOCK OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWWATER AND SANITARY SEWER PLAN AND PROFILE KEYMAP N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 LAKE WASHINGTON BLVD NORTH SEE C4.05LAKE WASHINGTON BLVD W-393405 S-393405 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES LEGEND SD AND MONUMENT TRACT NORTH 40TH STREET 9 SSMH05 17 1 SSMH05 OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP TBLOCK OLANDSCAPE SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWWATER AND SANITARY SEWER PLAN AND PROFILE KEYMAP SEE C4.04 SEE C4.06 SEE C4.03 NORTH 40TH STREET W-393406 S-393406 N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 2 8 16 9 11 13 14 15 17 STORM TRACT 1 3 OPEN SPACE 10 125 76 4 N NORTH 40TH STREET PARK AVE NORTHLAKE WASHINGTON BLVDWELLS AVE NN 39TH CT CONSTRUCTION NOTES LEGEND PARK AVENUE NORTH 14151617 OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 CUSD1391501 CUWS1391501 KEYMAP TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWWATER AND SANITARY SEWER PLAN AND PROFILE KEYMAP N IN FEETVERT. 0 IN FEETHORIZ. 0 20 40 5 10 PARK AVENUE NORTH W-393407 S-393407 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWW-393408 S-393408 SLEEVE DETAIL WATER AND SANITARY SEWER DETAILS TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWS-393409 WATER AND SANITARY SEWER DETAILS 86 N 40TH ST LAKE WASHINGTON BLVD NORTHPARK AVE NSD AND MONUMENT TRACT OPEN SPACE TRACT TBLOCK CGRD1391501 CSIT1391501 CUSD1391501 CUWS1391501 OTOP1391501 OILUM1391501 SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWCONSTRUCTION NOTES SIGNING AND CHANNELIZATION PLAN AND DETAILS IN FEETPLAN 0 N 50 100 T-393415 TBLOCK SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS CALL BEFORE YOU DIG 1-800-424-5555 Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. CP H ONS UL TANT S 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 | FAX: (425) 285-2389 www.cphconsultants.com Site Planning • Civil Engineering Land Use Consulting • Project Management IN COMPLIANCE WITH CITY OF RENTON STANDARDS PTN.OF SW 1/4 OF NW 1/4 OF SEC. 32, TWP 24N, R5E W.M.SENZA LAKEVIEWTED-40-3934LAU16-000165U-16006676PR16-000315SENZA LAKEVIEWT-393416 SIGNING AND CHANNELIZATION DETAILS 00000%'ጯ&('0%'5''5*''6.64''2416'%6+10('0%'5''5*''6.#0&%+8+.&4#9+0)5(14&'6#+.564''4'6'06+104'/18#.2.#0 ÄMINIMUM ON LOT TREE DENSITY PER CODE 6TGG6CI5RGEKGU&$*4GVCKP4GOQXG4GOQXG&WGVQ0QPÄ8KCDNG4QCFQT5KFGYCNM2CEKHKEOCFTQPGDKINGCHOCRNG'WTQRGCPYJKVGDKTEJYGGRKPIYKNNQY+VCNKCPRNWOÄRGCTPQDNGHKTFQIYQQF5EQWNGTUYKNNQYÄRWTRNGÄNGCHRNWOYGUVGTPTGFEGFCTRCEKHKEOCFTQPG%QNQTCFQDNWGURTWEG2QPFGTQUCRKPG'WTQRGCPYJKVGDKTEJ2QPFGTQUCRKPG2QPFGTQUCRKPG2QPFGTQUCRKPGTGFYQQFCRRNGCRRNG2CEKHKEOCFTQPGTGFCNFGT&QWINCUÄHKT%QNQTCFQDNWGURTWEGTGFCNFGTTGFCNFGT5EQWNGTUYKNNQYÄDNCEMEQVVQPYQQF5EQWNGTUYKNNQYYGUVGTPTGFEGFCT&QWINCUÄHKT&QWINCUÄHKTDWTIWPF[0QTYC[OCRNGTGFYQQF'WTQRGCPYJKVGDKTEJ%QNQTCFQDNWGURTWEGCRRNGCRRNGDNCEMEQVVQPYQQF6QVCNU0'+)*$14+0)64''5DKINGCHOCRNG4GVCKP,CRCPGUGOCRNG4GVCKPDNCEMNQEWUV4GVCKPLotSFdiv by 5000times 2requiredretainednet required179301.6 3.2 33278251.6 3.1 33370181.4 2.8 33475491.5 3.0 33570551.4 2.8 33685291.7 3.4 33772971.5 2.9 321871811.4 2.9 33976701.5 3.1 331070211.4 2.8 331170211.4 2.8 331270211.4 2.8 331371721.4 2.9 331475791.5 3.0 331575791.5 3.0 331675791.5 3.0 331789691.8 3.6 44Total5014+)+0#.57$/+66#.ÄÄ4'8+5'&2.#0ÄÄ4'8+5'&2.#0ÄÄIN 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