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Home My WebLink AboutR-396420I I I I x J w z O Ir U cn 715. a_ O N O N O N 00 N 0 E a� 0 0 0 E I 0 I N O 00 i m O X W m 0 co 0 N O 00 co 0 0 0 00 W zL B a 17 SITE SPECIFIC DATA PROJECT NAME 4249 - VMC MEDICAL OFFICE BUILDING PROJECT LOCATON RENTON, WA STRUCTURE ID /I TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.0499 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.33 PIPE DATA I E. MATERIAL DIAMETER INLET PIPES 69,73 CPEP 12" OUTLET PIPE 69.23 CPEP 12" PRETREATMENT BIORLTRATION DISCHARGE RIM ELEVATION 79.42 79.42 79.42 SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER 030" 030" N/A WETLANDMEDIA VOLUME (CY) 1.60 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 01,09" NOTES CONSTRUCTION NOTES AND DETAILS FOR UW MEDICINE -VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING EXPANSION SITE CURBING BY OTHERS C/L DRAIN DOWN UN£ 1'-2" INLET PIPE INTERNAL BYPASS DISCLOSURE: VERTICAL UNDERDRA/N I SEE NOTES THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED MANIFOLD'. PR£ -FILTER AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE =': ? CARTRIDGE ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: 71ANDMEDIA I OUTLET PIPE IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN THE BED SEE NOTES INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE PATENTED 1'-2 AT INFLOW POINTS) WHICH MAY CAUSE UPSTREAM FLOODING. PERIMETER PLAN VIEW VOID AREA 0 � I INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER no, RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY_ PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 5" 6'-4" 5" MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL CAPS T_2" AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL ELEVATION VIEW MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6, DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SITE SPECIFIC DATA PROJECT NAME 4249 - VMC MEDICAL OFFICE BUILDING PROJECT LOCATION RENTON, WA STRUCTURE ID 12 TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.02 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) - 1F APPLICABLE 0.066 PIPE DATA LE. MATERIAL DIAMETER INLET PIPES 87.10 CPEP 12" OUTLET PIPE 86.60 CPEP 12" PRETREATMENT BIDFILTRATION DISCHARGE RIM ELEVATION 98.17 98.17 98.17 SURFACE LOAD PARKWAY PARKWAY PARKWAY FRAME & COVER 030" 030" N/A WETLANOMEOM VOLUME (Cy) 1.60 WETLANDMEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) 00.71 " NOTES: SIIE CURBING BY OTHERS rUPRYPE PR£-RTL MR CARTRIOG£ OUTLET PIPE S££ NOTES INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL CAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES, 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. -�Hq�s 18215 72ND AVENUE SOUTH m� �Z KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX Zl CIVIL ENGINEERING, LAND PLANNING, /Iy0 ENGXN� SURVEYING, ENVIRONMENTAL SERVICES EA 9ANN0IE 79.42 "Q'L GRAD£ RINGS C, IL � 78.86 I TOP OF VAULT F1 F1 78.02 I � I I o NPEAK O ao HGL F -�--- fLOW 71.92 RISER E OUT 69.73 69.23 1 5"4'-0"5" RIGHT END VIEW 4 -10" LEFT END VIEW D241N DOWN LINE INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. LOW INFLOW PIPE DISCLOSURE: UNDEROR4/N r MANIFOLD IT IS RECOMMENDED THAT A SUFFICIENT VARIATION IN ELEVATION BETWEEN TH£ ',:;'=' �4_ INLET AND OUTLET BE PROVIDED TO ALLOW FOR ACCUMULATION OF SEDIMENT IN THE PRE-TREATMENT CHAMBER. FAILURE TO DO SO MAY RESULT IN BLOCKAGE . -... YQ7/ AA/AIAClVA AT INFLOW POINT(S) WHICH MAY CAUSE UPSTREAM FLOODING. U� `+'1 BED PATENTED PLAN VIEW PERIMETER VOID AREA c/L aIa 5.'I �6'I4•�+5. ��IIII ELEVATION VIEW L� SAOR ,7 �E W A Sys 24661 � o�`�sSTE ��G\�� AL 10/28/20 6"- MZy. BASE 5' �� 4'-0" _5" 4'- f0" dl RIGHT END VIEW MANHOLE 98,17 C/L :::::- WE RINGS 97.56 OF VA Ut T 95.39 a i 00 F" Hot 88.92 ROW coffma R13£R if IN 87.10 IE OUT 0o i� 86.60 LEFT END VIEW } 2 REVISED PER AS -BUILT CONDITIONS CP-03 NO. REVISION FRAME AND LADDER OR STEPS OFFSET. RIM= 86.00 MARKED "DRAIN" WITH LOCKING BOLTS SEE KCRS DWG'S 49 & 50 8" DIA. CLEANOUT SHEAR GATE PER DETAIL NOTES INVERT EL=62.75 b PIPE SUPPORTS 3" x .090 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING. MINIMUM ONE SUPPORT a a MIN. a` 12" OUTLET FRAME AND LADDER OR STEPS OFFSET. RIM= 80.63 MARKED "DRAIN" WITH LOCKING BOLTS SEE KCRS DWG'S 49 & 50 8" DIA. CLEANOUT SHEAR GATE PER DETAIL NOTES EL=63.12 O d o O d a d O d. d 4. SDMH #6 DETAIL NOT TO SCALE a d 18" OUTLET SURVEYED: DESIGNED: ZTW ZTW 10/28/2C ZTW DRAWN: ZTW ZTW 4 2 18 ZTW cHECKEO AS BY DATE APPR APPROVED: AS CB #8 DETAIL NOT TO SCALE 12" INLET PIPE INVERT EL=74.8 RISER SHALL EXTEND TO THE TOP OF THE 12" OUTLET PIPE. PIPE SUPPORTS 3" x .090 GAGE BOLTED OR EMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING. 18" ]-MIN- MINIMUM ONE SUPPORT 6 INVERT EL=68.75 RISER SHALL EXTEND TO THE TOP OF THE 18" OUTLET PIPE. CONSMC'nON RECORD DRAWING THIS CONSTRUCTION RECORDING DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB CALE: __ N/A HORIZONTAL• HAD 1983/1991 CITY OF [;%Rl RENTON ONE INCH DATUM ' AT FULL scALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N 0 S F^il F+I NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB R-396420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W U r� M Q DATE, CONSTRUCTION NOTES AND DETAILS 2/29/201 7 O UW MEDICINE - VALLEY MEDICAL CENTER FlELDBOK: PAGE W MEDICAL OFFICE BUILDING EXPANSION DRAvnNGNO: 400 SOUTH 43RD STREET 04 RENTON, WA 98055 SHEET: OF: C23 28