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HomeMy WebLinkAbout265.10vFRIFY MIN. SEPARATION T7 HC: 70M OF FACILITY. SEE VOTE 1 EwISTINej UTILI7Y SERVICE TO RFMAIN IN PLACE, SEE NATE 1 NA n VE SOIL. SEE NOTE 2 SECTION - SHALLOW UTILITY SERVICE UNDER BIORETENTION FACILITY A SCALE NTS DESIGNER TO SPECIFY MIN. PIPE COVERAS REQUIRED BY UTILITY 7 PROVIDER EMEND LINCR 3" M N IN -0 NAT VE SGIL NATIVE SOIL. �/ SEE NDTE 2 '+— ExISTING UTILITY SERVICE TO REMAIN IN PLACE, SITE NOTE 1 SECTION - SHALLOW UTILITY SERVICE WITHIN RI®RETENTION FACILITY SCALE NTS DESIGNER TO SPECIFY 1 . MI',I .;I FAk ANCF AROUND UT _ TY SEENC-E& DESIGNER TO _ - SPECIFY MIN. PIPE COVER AS REQUIRED BY UTILITY PROVIDER r ',.Sl MIL MIN. HDPE OR EPDM J IMPERMEABLE LINER — PIPE SLEEVE PER L TILITY I PER GRI TEST MET PO G117J PROVIDER'S "'. f (HOP€] OR GM 2t' 4E INE R 3" - REOUIREMENTS,I]$dCiNL•R UTILITY SERVICE 1 C; SPECIFY.SFF NOTH - NATIVE SOIL, EXISTING UTILITY MAINTO EMBED LINER 3" MIN. REMAIN IN PLACE, SEE NOTE 1 INTO NATIVE SOIL WEE NOTE 2 SECTION - SLEEVED UTILITY SERVICE SECTION - SHALLOW UTILITY MAIN WITHIN BIORETENTION FACILITY WITHIN WIN BIORETENTION FACILITY D NOTES: SCALE.NTS 135 tX1 SCALE. NTS ICY 1 CCNIRACTOR SHALL LOCATE ANO DETERMINE DEPTH OF EXISTING UTILITY WITHIN THE FOOTPRINT OF THE BIORETENTION FACILITY WHILE LIMITING THE AMOUNT OF DISTURBANCE TO THE SOIL(BA.CKFILL MATERIAL OVER AND AROUND THE UTILITY PIPE IF ELECTROMAGNETIC UTILITY LOCATING, POTHOLING, OR OTHER METHOD REVEALS THAT THE UTILITY PIPE DOES NOT MEET THE REQUIRED CLEARANCE FROM THE BOTTOM OF THC SIOR ETENT ION FACILITY, THE UTILITY PRO -VI DER MAY REQUIRE THAT PR07ECTI ON MEASURES, SUCK AS THOSE SI{OWN ON THIS PLAN, BE IMPLEM ENTEOPER THEIR STANDARDS 2. EXISTING UTILITIES AND NATIVE SOIL AROUND EXISTING UTILITIES SHOULD REMAIN IN PLACE WHERE POSSIBLE. IF A PORTION OR ALL OF THE UTILITY IS UNCOVERED DURING EXCAVATION OR EXISTING SOIL WITHIN 1 FOOT OF THE KNOVM EXISTING UTILITY IS SCARIFIED, NATIVE SOIL OR APPROVED ENGINEERED RACKFILL SHALL'BE CAREFULLY PLACED AND COMPACTED AROUND THE UTILITY PER THE UTILITY PROVIDER'S REQUIREMENTS 3. UTILITY PROVIDER MAY ALLOW UTILITY SERVICES TO BE LEFT IN PLACE AND WRAPPED VOTH A WATERTIGHT VvRAP OR TAPE IN LIEU OF A SLEEVE THIS MUST RE APPROVED PRIOR TO THE START OF CONSTRUCTION. 4 PROVIDE THE MINIMUM C] F.ARANCE AROUND THE UTILITY MAIN AND SETBACKS FROM STRUCTURAL ELFM€FITS PER THE UTILITY PROVIDER'S REQUIREMENTS GENERAL NOTES - 1 ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES SHOWN IN THE (3ESIGN DRAWNGS AND THE ACTUAL FIELD CONDITIONS SHOULD BE COMMUNIG4TED TO THE ENGINEER IMMEDIATELY 2. UTILITY MAINS SHALL NOT BE SUBJECT TO LOADING FROM NEW CURSSIWALLS LOAD BEARING LINEFS TO BE DETERMINED BY THE CFOTECHINICAL ENGINEER 3 WNIMUM UTILITY SETBACKS AND CLEARANCES MUST CONFORM TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAE, APPENDIX C 2A AND CURRENT CITY STANDARDS IJNLE-5 ❑THE4WISE NOTED. DRAWING IS NOTTO SCALE (OM) STD. PLAN - 265.10 PUBLIC WORKS UTILITY CROSSINGS - SIO RETENTION SECTIONS AP VVED DEPARTMENT*T pew .n 30 MIL HDPE IMPERMEABLE a - _ LINER OR APPROVED EQUAL P"I LABLE LINER F'RIJTIUTILITYPROTECTION, I REQUIRED DUE TO- 12`MIN. INADEQUATE SEPARATION .. _ - - DESIGNER TO DESIGNER TO SPECIFY. _S,PE'CFY MIN PIPE 17ESIGNFR TQ MIN. CLEARANCE C)VER AS REQUIRED TEI SPECIFY MIN. PIPE AROUND UTILITY - `�UTILITY PROVIDER COVER AS REQUIRED L ILITY PROVIDER vFRIFY MIN. SEPARATION T7 HC: 70M OF FACILITY. SEE VOTE 1 EwISTINej UTILI7Y SERVICE TO RFMAIN IN PLACE, SEE NATE 1 NA n VE SOIL. SEE NOTE 2 SECTION - SHALLOW UTILITY SERVICE UNDER BIORETENTION FACILITY A SCALE NTS DESIGNER TO SPECIFY MIN. PIPE COVERAS REQUIRED BY UTILITY 7 PROVIDER EMEND LINCR 3" M N IN -0 NAT VE SGIL NATIVE SOIL. �/ SEE NDTE 2 '+— ExISTING UTILITY SERVICE TO REMAIN IN PLACE, SITE NOTE 1 SECTION - SHALLOW UTILITY SERVICE WITHIN RI®RETENTION FACILITY SCALE NTS DESIGNER TO SPECIFY 1 . MI',I .;I FAk ANCF AROUND UT _ TY SEENC-E& DESIGNER TO _ - SPECIFY MIN. PIPE COVER AS REQUIRED BY UTILITY PROVIDER r ',.Sl MIL MIN. HDPE OR EPDM J IMPERMEABLE LINER — PIPE SLEEVE PER L TILITY I PER GRI TEST MET PO G117J PROVIDER'S "'. f (HOP€] OR GM 2t' 4E INE R 3" - REOUIREMENTS,I]$dCiNL•R UTILITY SERVICE 1 C; SPECIFY.SFF NOTH - NATIVE SOIL, EXISTING UTILITY MAINTO EMBED LINER 3" MIN. REMAIN IN PLACE, SEE NOTE 1 INTO NATIVE SOIL WEE NOTE 2 SECTION - SLEEVED UTILITY SERVICE SECTION - SHALLOW UTILITY MAIN WITHIN BIORETENTION FACILITY WITHIN WIN BIORETENTION FACILITY D NOTES: SCALE.NTS 135 tX1 SCALE. NTS ICY 1 CCNIRACTOR SHALL LOCATE ANO DETERMINE DEPTH OF EXISTING UTILITY WITHIN THE FOOTPRINT OF THE BIORETENTION FACILITY WHILE LIMITING THE AMOUNT OF DISTURBANCE TO THE SOIL(BA.CKFILL MATERIAL OVER AND AROUND THE UTILITY PIPE IF ELECTROMAGNETIC UTILITY LOCATING, POTHOLING, OR OTHER METHOD REVEALS THAT THE UTILITY PIPE DOES NOT MEET THE REQUIRED CLEARANCE FROM THE BOTTOM OF THC SIOR ETENT ION FACILITY, THE UTILITY PRO -VI DER MAY REQUIRE THAT PR07ECTI ON MEASURES, SUCK AS THOSE SI{OWN ON THIS PLAN, BE IMPLEM ENTEOPER THEIR STANDARDS 2. EXISTING UTILITIES AND NATIVE SOIL AROUND EXISTING UTILITIES SHOULD REMAIN IN PLACE WHERE POSSIBLE. IF A PORTION OR ALL OF THE UTILITY IS UNCOVERED DURING EXCAVATION OR EXISTING SOIL WITHIN 1 FOOT OF THE KNOVM EXISTING UTILITY IS SCARIFIED, NATIVE SOIL OR APPROVED ENGINEERED RACKFILL SHALL'BE CAREFULLY PLACED AND COMPACTED AROUND THE UTILITY PER THE UTILITY PROVIDER'S REQUIREMENTS 3. UTILITY PROVIDER MAY ALLOW UTILITY SERVICES TO BE LEFT IN PLACE AND WRAPPED VOTH A WATERTIGHT VvRAP OR TAPE IN LIEU OF A SLEEVE THIS MUST RE APPROVED PRIOR TO THE START OF CONSTRUCTION. 4 PROVIDE THE MINIMUM C] F.ARANCE AROUND THE UTILITY MAIN AND SETBACKS FROM STRUCTURAL ELFM€FITS PER THE UTILITY PROVIDER'S REQUIREMENTS GENERAL NOTES - 1 ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES SHOWN IN THE (3ESIGN DRAWNGS AND THE ACTUAL FIELD CONDITIONS SHOULD BE COMMUNIG4TED TO THE ENGINEER IMMEDIATELY 2. UTILITY MAINS SHALL NOT BE SUBJECT TO LOADING FROM NEW CURSSIWALLS LOAD BEARING LINEFS TO BE DETERMINED BY THE CFOTECHINICAL ENGINEER 3 WNIMUM UTILITY SETBACKS AND CLEARANCES MUST CONFORM TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAE, APPENDIX C 2A AND CURRENT CITY STANDARDS IJNLE-5 ❑THE4WISE NOTED. DRAWING IS NOTTO SCALE (OM) STD. PLAN - 265.10 PUBLIC WORKS UTILITY CROSSINGS - SIO RETENTION SECTIONS AP VVED DEPARTMENT*T pew .n