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Home My WebLink AboutR-3550126 F- N I E J O O F- 0 PW Q z LuWa Z 3 Q �W� W �3W F- O Z G n a � $ Q F C) 0 3p O N all >-4z 2 a ,y WN W a rn v m y' C C 1 c a S� io 4 0 a & 3 B � 3 O O o o a Q o 0 LINN a z m * M N H O 4 z CITY OF RENTON STORMWATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PREGONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBUC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE US.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBUC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING SHALL BE APWA CUSS "C; WITH THE EXCEPTION OF PVC PIPE. All TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIUTES SHALL HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES /40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK /3D PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK /10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FUGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DMSION OF THE DEPARTMENT OF PUBUC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0723, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2" COMPACTED DEPTH NOTE: CLASS 'B' A.C. PAVEMENT GEOTECHNICAL ENGINEER SHALL VERIFY 4" COMPACTED DEPTH CRUSHED PAVEMENT SECTION PRIOR TO CONSTRUCTION ROCK BASE COURSE ° °po° ° °° ° °° °80 °°o °$ °o ° ° 000000 0 n �O noo 00600 W ° 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL ASPHALT PAVING SECTION NOT TO SCALE NOTES AND DETAILS RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. OVERLAY WITH 1 X" ASPHALT TO SMOOTH GRADE TRANSITION TO PROPOSED TRENCH' DRAIN CONCRETE PAVEMENT �IX GRADE _YAR J.ax: SLOTTED -. (.. DRAIN PIPE TYPICAL SLOT ^DRAIN DETAIL C4 NOT TO SCALE HANDICAP SYMBOL NOT TO SCALE 6" PORTLAND CEMENT CONCRETE 01 0 00 °0 000 °W o °o ° G - 4" COMPACTED DEPTH CRUSHED ROCK 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL CONCRETE PAVING SECTION EX. CONCRETE PAVEMENT 1 X" ASPHALT OVERLAY m i 12" e ¢ 0 o z e � � c? ° N b O X O O) ° X N o 3^ u. A 12" STEEL POST :ONCRETE FOUNDATION DISABLED PARKING SIGN INSTALLATION NOT TO SCALE NOT TO SCALE ETHA FOAM 220 NEW STORM PIPE 6" MIN. qEO WNOOPFORDHMHT TY.Up Wi XWP$ FOR tY NEIGXT u w EACH cO p RMEACHS xmEc I. /u�mmVall"MnWbnOa. "in meHlwEq" - an,z.a.. ma,e P.ea^•re. u.a WRrtr WI MG FbC i,huau6. z Tti bmawamra.,,nm °re�TS. a m.,.m*,n,alpn avow AwmlPa mm. pc" Y„vl Wlb6. .. � .m1�e"mea.aAYfr.mN.,e.naum e. aPmN am e. mr...a ae.wal. E•ote.w .rn". NBF J 1? `a� c F isxAJ �� 0 CATCH MEIN TIP[ 1P PA mo Lm a. B. PRECAST BASE SECTION BTAIdAD!{AN N! nr,v. ®w�,wlau MNON/A PNND ILLp CITY OF RENTON STANDARD PLANS LAST DATE: oarza�zo°1 v PAGE B013 SYSTEMS CASING SPACER (TYP.) SPACED PER MANUFACTURES SPECS. ADVANCED PRODUCTS AND SYSTEMS CASING SPACER FILL VOID WITH SAND- PRODUCTS AND SYSTEMS CASING SPACER SIDE VIEW NTS STEEL CASING PIPE 12" DUCTILE IRON STORM PIPE W /RESTRAINED JOINTS OUTSIDE DIAMETER OR JOINT BELL WHERE APPLICABLE ACCESSIBLE PARKING SIGN NEW STORM v�NEW STORM I LOCATE FACE OF CONCRETE BLOCK FLUSH WITH EDGE OF CASING PIPE CONCRETE WALK. ED. ED. ,MINIMUM CLEARANCE DETAIL C2 NOT TO SCALE END VIEW 2.0' NTS CROSSING NOTES: CASING SPACERS CASING DETAIL 1. FOR CROSSINGS LESS THAN FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. N. . A A 3"X48"X108° SHEET OF ETHAFOAM NTS EQ. EQ. 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE 2.07 MAX CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS USE ADVANCED PRODUCTS AND SYSTEMS, INC. R=355012 4" WIDE PAINTED . SLOPE SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1- 9.1.4. CASING SPACERS AND END SEALS OR APPROVED EQUAL YELLOW STRIPES; . ENVELOPE TWO COATS 4 AROUND 2. AT WATER CROSSINGS WITH STORM LINES DEPTH OF COVER OVER THE WATER HANDICAP MAIN MAY BE REDUCED TO 30" AS NECESSARY CITY OF RENTON 5 8'-0" STALLS (TYP.) DEVELOPER: PER MIN. DEPARTMENT OF PUBLIC WORKS PROFLIGHT AVIATION, INC. w PLAN \tJ-Y. Bq<A7 243 W. PERIMETER ROAD �G AVM OF WASH (425) RENTON, 8- 98055 NOTES AND DETAILS HANDICAP PARKING FECOM1 WCIM A �P <` �; (425) 22B -ERNo mQ' t�,y o � CONTACT: BERNIE OR DIANE PAHOLKE FOR APPROVAL ENGINEER: RENTON GATEWAY CENTER NOT TO SCALE BY -° BARGHAUSEN CONSULTING ENGINEERS n Date 724,0 4`"� 18215 72ND AVENUE SOUTH 0 ? DESONED CP PATE 6/24/09 I pp, BY O /SifRWG�� KENT, WA 98032 LPG y DRAWN CP �, Date NAL f (425)251-6222 5)251 -8782 FAX `T7A'G ENGIN�01 CHECK® DKB ALP N/A IUD BOOK— PAGE _ Dote 6�07�2N CONTACT: DAN BALMELLI APPROVED WECm a weue wixs 9i&T C6 OF 8 t-\6, 1Z -3 SSO /2 v N w a a a U 4 W X `I 0 N a di 0 EE v 0 0 rn a a D i N i i a N i 0 0 d W N r z m 0 W U m O N all ym ygd 0 a & 3 B � 3 O O o o a Q o 0 LINN a z m * M N H O 4 z CITY OF RENTON STORMWATER DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PREGONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBUC WORKS ASSOCIATIONS (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PUNS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE US.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBUC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBUC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE ALL PIPE BEDDING SHALL BE APWA CUSS "C; WITH THE EXCEPTION OF PVC PIPE. All TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D- 1557 -70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACIUTES SHALL HAVE ASPHALT TREATMENT 11 OR BETTER INSIDE AND OUTSIDE 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT -OF -WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES /40 PERCENT TO 70 PERCENT PASSING; 2 INCHES TO 4 INCHES ROCK /3D PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK /10 PERCENT TO 20 PERCENT PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND /OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FUGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DMSION OF THE DEPARTMENT OF PUBUC WORKS. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0723, TRAFFIC CONTROL, SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2" COMPACTED DEPTH NOTE: CLASS 'B' A.C. PAVEMENT GEOTECHNICAL ENGINEER SHALL VERIFY 4" COMPACTED DEPTH CRUSHED PAVEMENT SECTION PRIOR TO CONSTRUCTION ROCK BASE COURSE ° °po° ° °° ° °° °80 °°o °$ °o ° ° 000000 0 n �O noo 00600 W ° 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL ASPHALT PAVING SECTION NOT TO SCALE NOTES AND DETAILS RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. OVERLAY WITH 1 X" ASPHALT TO SMOOTH GRADE TRANSITION TO PROPOSED TRENCH' DRAIN CONCRETE PAVEMENT �IX GRADE _YAR J.ax: SLOTTED -. (.. DRAIN PIPE TYPICAL SLOT ^DRAIN DETAIL C4 NOT TO SCALE HANDICAP SYMBOL NOT TO SCALE 6" PORTLAND CEMENT CONCRETE 01 0 00 °0 000 °W o °o ° G - 4" COMPACTED DEPTH CRUSHED ROCK 12" MIN. SUBGRADE COMPACTED TO 957 NOTE: GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PLACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUM REQUIREMENTS FOR PAVEMENT SECTION. TYPICAL CONCRETE PAVING SECTION EX. CONCRETE PAVEMENT 1 X" ASPHALT OVERLAY m i 12" e ¢ 0 o z e � � c? ° N b O X O O) ° X N o 3^ u. A 12" STEEL POST :ONCRETE FOUNDATION DISABLED PARKING SIGN INSTALLATION NOT TO SCALE NOT TO SCALE ETHA FOAM 220 NEW STORM PIPE 6" MIN. qEO WNOOPFORDHMHT TY.Up Wi XWP$ FOR tY NEIGXT u w EACH cO p RMEACHS xmEc I. /u�mmVall"MnWbnOa. "in meHlwEq" - an,z.a.. ma,e P.ea^•re. u.a WRrtr WI MG FbC i,huau6. z Tti bmawamra.,,nm °re�TS. a m.,.m*,n,alpn avow AwmlPa mm. pc" Y„vl Wlb6. .. � .m1�e"mea.aAYfr.mN.,e.naum e. aPmN am e. mr...a ae.wal. E•ote.w .rn". NBF J 1? `a� c F isxAJ �� 0 CATCH MEIN TIP[ 1P PA mo Lm a. B. PRECAST BASE SECTION BTAIdAD!{AN N! nr,v. ®w�,wlau MNON/A PNND ILLp CITY OF RENTON STANDARD PLANS LAST DATE: oarza�zo°1 v PAGE B013 SYSTEMS CASING SPACER (TYP.) SPACED PER MANUFACTURES SPECS. ADVANCED PRODUCTS AND SYSTEMS CASING SPACER FILL VOID WITH SAND- PRODUCTS AND SYSTEMS CASING SPACER SIDE VIEW NTS STEEL CASING PIPE 12" DUCTILE IRON STORM PIPE W /RESTRAINED JOINTS OUTSIDE DIAMETER OR JOINT BELL WHERE APPLICABLE ACCESSIBLE PARKING SIGN NEW STORM v�NEW STORM I LOCATE FACE OF CONCRETE BLOCK FLUSH WITH EDGE OF CASING PIPE CONCRETE WALK. ED. ED. ,MINIMUM CLEARANCE DETAIL C2 NOT TO SCALE END VIEW 2.0' NTS CROSSING NOTES: CASING SPACERS CASING DETAIL 1. FOR CROSSINGS LESS THAN FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION. N. . A A 3"X48"X108° SHEET OF ETHAFOAM NTS EQ. EQ. 220 WILL BE PLACED BETWEEN THE PIPES WITH SAND PLACED AROUND THE 2.07 MAX CROSSING PIPES AND THE ETHAFOAM SHEET. SEWER AND WATER CROSSINGS USE ADVANCED PRODUCTS AND SYSTEMS, INC. R=355012 4" WIDE PAINTED . SLOPE SHALL MEET THE 1998 CRITERIA FOR SEWAGE WORKS DESIGN C1- 9.1.4. CASING SPACERS AND END SEALS OR APPROVED EQUAL YELLOW STRIPES; . ENVELOPE TWO COATS 4 AROUND 2. AT WATER CROSSINGS WITH STORM LINES DEPTH OF COVER OVER THE WATER HANDICAP MAIN MAY BE REDUCED TO 30" AS NECESSARY CITY OF RENTON 5 8'-0" STALLS (TYP.) DEVELOPER: PER MIN. DEPARTMENT OF PUBLIC WORKS PROFLIGHT AVIATION, INC. w PLAN \tJ-Y. Bq<A7 243 W. PERIMETER ROAD �G AVM OF WASH (425) RENTON, 8- 98055 NOTES AND DETAILS HANDICAP PARKING FECOM1 WCIM A �P <` �; (425) 22B -ERNo mQ' t�,y o � CONTACT: BERNIE OR DIANE PAHOLKE FOR APPROVAL ENGINEER: RENTON GATEWAY CENTER NOT TO SCALE BY -° BARGHAUSEN CONSULTING ENGINEERS n Date 724,0 4`"� 18215 72ND AVENUE SOUTH 0 ? DESONED CP PATE 6/24/09 I pp, BY O /SifRWG�� KENT, WA 98032 LPG y DRAWN CP �, Date NAL f (425)251-6222 5)251 -8782 FAX `T7A'G ENGIN�01 CHECK® DKB ALP N/A IUD BOOK— PAGE _ Dote 6�07�2N CONTACT: DAN BALMELLI APPROVED WECm a weue wixs 9i&T C6 OF 8 t-\6, 1Z -3 SSO /2 v N w a a a U 4 W X `I 0 N a di 0 EE v 0 0 rn a a D i N i i a N i 0 0 d W N r z m 0 W U m