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HomeMy WebLinkAboutR_401374I 1 /2 ITOP OF SLOT SHALL BE DEPRESSED 1 /2" BELOW SURROUNDING PAVEMENT 24" 24" ELEVATION AS SHOWN ON 1 3/ r'' CONSTRUCTION JOINT (TYP) SEE ::: GRADING PLANS (TYP) DETAIL 4 ON SHEET C500-2G PAVEMENT SLOPED AS SHOWN 15" ACTUAL ON GRADING PLANS (TYP) CONCRETE PAVING AS SHOWN ON SLOT HEIGHT PAVING PLANS (TYP) SEE NOTES ±2� _ - I ±2% 8 12 a NOTES: ° o a I° J 0 ° 30" #5 EPDXY COATED ° ° ° o REBAR, 18" O.C. TYP 1. SLOTTED DRAIN ASSEMBLY SHALL BE HANCOR DURASLOT, OR 3" MIN pCLR° APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT °0 ° a (TYP) LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. p ��P D D #4 EPDXY COATED o��� REBAR, 12" O.C. (TYP) 2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY77 COMPRESSIVE STRENGTH. /00/�O/�O O/\V�/\ \�/ � � � � � ° O�O7�O��OV�/ �A�/VAS/VAS/VAS/7/ 3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH Q VA�A��\�AA/\A��\AO�� PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF 3:L'i HIGH SLUMP CONCRETE REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS IT SHALL BE SUB -BASE MATERIAL o SEE NOTE 2 CONTINUED ACROSS SLOTTED DRAIN TRENCH. 4. SLOTTED DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE OR ALUMINIZED STEEL TYPE 2. PIPE WALL THICKNESS AND GAUGE SHALL BE AS REQUIRED TO MEET AIRPORT LOADING REQUIREMENTS. PIPE MATERIAL SHALL HAVE A MAXIMUM MANNING COEFFICIENT OF 0.024. FINAL CONFIGURATION OF SLOTTED DRAIN ASSEMBLY AND TRENCH SHALL MEET THE DIMENSIONS SHOWN BASED ON SELECTED PIPE MATERIAL AND SLOT DIMENSIONS. 5. ALL METAL PARTS USED IN SLOT DRAIN ASSEMBLY INCLUDING PIPE, SLOT, COUPLING BANDS, AND FITTINGS SHALL BE NON GALVANIZED ALUMINIUM, STAINLESS STEEL, ALUMINIZED STEEL, OR PLASTIC. 8' MIN 7 LJj AS SHOWN ON GO > PAVING PLANS (TYP) 12 , 15 , OR 18 AS o SHOWN ON PLANS. o SEE NOTES PIPE INVERT ELEVATION AS SHOWN ON PLANS TYPICAL SLOTTED DRAIN SECTION C500-2A SCALE: NTS C500-2B,C500-2C C500-2D,C500-2E C500-2F,C500-3A C500-3B,C500-3C C500-3D,C500-3E C500-3F (3) #4 EPDXY COATED REBAR PROVIDE DOWELED 3.5" EA. WAY (4 PLACES) CONSTRUCTION JOINT AT X PERIMETER (TYP) 8' 3" MIN MIN (TYP) r -�- �� 8 2A - - - - -- � �1 - --- � MIN I qt'' L J X #4x4.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) #4 EPDXY COATED REBAR 24" NYLOPLAST BASE PLATE AND 12" O.C. EA. WAY, TOP & BOTTOM, m 11 24" x 20" FRAME CAST INTO UNLESS OTHERWISE NOTED / CONCRETE COLLAR 1800 DUAL CONNECTION PLAN VIEW -7-8' MIN (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) X 8' 3" MIN MIN #4x4.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED 8' MIN I III X (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) 3" MIN PROVIDE DOWELED (TYP) CONSTRUCTION JOINT AT ---------- - PERIMETER (TYP) �I X I I #4x4.5' EPDXY ---------- - I COATED REBAR TYP. L - J TOP & BOTTOM (4 PLACES) N OTE: 1. BASINS SHALL BE NYLOPLAST PVC DRAINS OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR BACKFILLING WITH CDF DURING INSTALLATION. 3. DRAIN BASINS SHALL BE CUSTOM MANUFACTURED ACCORDING TO PLAN AND PROFILE INFORMATION. RISERS ARE NEEDED FOR BASINS OVER 84-INCHES DUE TO SHIPPING RESTRICTIONS. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE LOWEST INVERT SHALL BE 8-FEET. 4. DRAINAGE CONNECTIONS SHALL UTILIZE FLEXIBLE ELASTOMETRIC SEALS CONFORMING TO ASTM F477 AND SHALL MEET THE REQUIREMENTS OF ASTM D3212. CONNECTIONS SHALL BE MADE PER MANUFACTURER'S RECOMMENDATION. CONNECTION ADAPTERS SHALL BE AS REQUIRED TO ACCOMMODATE PIPE TYPE AND DIAMETER SPECIFIED ON PLANS. 5. FRAME AND GRATE OR COVER SHALL BE RATED TO MEET THE PROJECT LOADING REQUIREMENTS ON SHEET G3. DUCTILE IRON FRAME SHALL BE CAST INTO AND FULLY SUPPORTED BY CONCRETE COLLAR. CARE SHALL BE TAKEN TO ENSURE NO LOAD WILL BE TRANSFER TO THE PVC BASIN. 6. FRAME AND COVER FOR 30-INCH DRAIN WITH LOCKING LID SHALL BE NEENAH FOUNDRY PRODUCT NUMBER R-3492-A OR ENGINEER APPROVED EQUAL. FRAME AND GRATE FOR 24-INCH DRAIN WITH HERRINGBONE GRATE SHALL BE NYLOPLAST 24"0 X 24" SQUARE BASEPLATE AND EAST JORDAN IRON WORK 24"x20" RECTANGLE GRATE PRODUCT 00775035601. 7. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 8. IF SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 9. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH AND SHALL EXTEND TO 12-INCHES BELOW BOTTOM OF CONCRETE PAVEMENT OR THE BELL OF THE UPPERMOST PIPE CONNECTION. 10. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. 11. SEE GENERAL NOTES ON G3 FOR ADDITIONAL DESIGN REQUIREMENTS. %3_*"� NYLOPLAST PVC DRAIN BASIN C500-3A SCALE: NTS C500-3B,C500-3C C500-3D,C500-3E C500-3F (3) #4 EPDXY COATED REBAR _ 3.5" EA. WAY (4 PLACES) - 3" MIN (TYP) #4x4.5' EPDXY COATED REBAR TYP. 24" NYLOPLAST BASE PLATE AND TOP & BOTTOM (4 PLACES) 24" x 20" FRAME CAST INTO m I CONCRETE COLLAR / #4 EPDXY COATED REBAR #4 EPDXY COATED REBAR p 12" O.C. EA. WAY, TOP & BOTTOM, ® 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED 450 DUAL CONNECTION PLAN VIEW SLOTTED END CAP PER MANUFACTURER'S SPECIFICATION PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) II L� J II I X I I I I 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR 900 DUAL CONNECTION PLAN SEW TYPICAL SLOTTED DRAIN CONNECTIONS TO PVC DRAIN C500-3A SCALE: NTS C500-3B,C500-3C C500-3D,C500-3E C500-3F SYM REVISION APRON R INFRASTRUCTURE BY APPROVED DATE SYM W47003311 ABAM I SPT 06/08/18 3.75' MIN ° 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR 2-1/2" MIN CLR TYP 14.5" PCC L- #4 EPDXY COATED 24" PVC ® 12" O.C. EA. WAY, TOP & BOTTOM SLOTTED DR AIN PVC DRAIN PIPE 2-1/2" MIN CLR TYP PIPE COUPLING BAND DIAGONAL #4 BARS (TYP) PER MANUFACTURER'S PLAIN PIPE SEGMENT MATCHING SPECIFICATION SLOT PIPE TYPE AS REQUIRED FOR CONNECTION SECTION 2A REVISION BY I APPROVED DATE NOTE: CEMENT CEMENT CONCRETE CONCRETE PAVEMENT 10' MODIFIED CONCRETE PAVEMENT COLLAR PER DETAIL MINIMUM PIPE AIRCRAFT RATED FRAME COVER 27-INCHES AND GRATE, SEE NOTES ° ° o SEE NOTES F qL -�-- F F HIGH SLUMP 7EEGE PROFILES \� R\/ \ AND INVERT SEE NOTES. °o FULL WIDTH OF TRENCH (18" MIN) 12 'CSBC% \/\ \ SUMP DEPTH SHALL BE MINIMAL ALLOWABLE /\ \ \ /V \ \ DEPTH PER MANUFACTURER UNLESS \/ 24 \ \OOD OO\OO OTHERWISE NOTED ON PLAN QUARRY \ �O O �O \\/\\/\\ ACES / \Ogg Og \OgIc g BIAXIAL\ 12' MIN 8' MIN - � t (3) #4 EPDXY COATED REBAR � � � PROVIDE DOWELED © 3.5" EA. WAY (5 PLACES) CONSTRUCTION JOINT X AT PERIMETER (TYP) PROVIDE DOWELED NIN CONSTRUCTION JOINT AT 3" MIN PERIMETER (TYP) (TYP) \\ r \\ - - - �11 I � �1 -- - - - - � 8' MIN L -J L --1 8' f- MIN X #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP &BOTTOM, UNLESS OTHERWISE NOTED m \ 24" NYLOPLAST BASE PLATE AND #4x5' EPDXY COATED REBAR TYP. N I J 24" x 20" FRAME CAST INTO TOP &BOTTOM (4 PLACES) m l m CONCRETE COLLAR l SINGLE BASIN PLAN VIEW 1. CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR ADDITIONAL INFORMATION. 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET G2. 24" NYLOPLAST BASE PLATE AND PROVIDE DOWELED 24" x 20" FRAME CAST INTO CONSTRUCTION CONCRETE COLLAR CEMENT JOINT (TYP) CEMENT CONCRETE 2-1/2" MIN CONCRETE PAVEMENT CLR TYP PAVEMENT 14.5" PCC a.. o . ° - - ` 12" CSBC #4 EPDXY COATED 2-1/2" MIN CLR TYP REBAR @ 12" O.C. EA. DIAGONAL #4 BARS (TYP) WAY, TOP &BOTTOM 24" PVC DRAIN SECTION 2B P. ? OF WAS,,,,, BOE//V" �P �1 x 31271 w� ��ssioNaL SLOTTED END CAP PER MANUFACTURER'S SPECIFICATION 3.75' MIN ° SLOTTED DRAIN PIPE PIPE COUPLING BAND PER MANUFACTURER'S SPECIFICATION DUAL BASIN PLAN V EW 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR 2" MIN CEMENT -2-1/2" CONCRETE CLR TYP PAVEMENT 14.5" PCC ° ° 12" CSBC L#4 EPDXY COATED REBAR @ 12" O.C. EA. WAY, TOP & BOTTOM 24" PVC 2-1/2" MIN CLR TYP DRAIN DIAGONAL #4 BARS (TYP) PLAIN PIPE SEGMENT MATCHING SLOT PIPE TYPE AS REQUIRED FOR CONNECTION SECTION 2C BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE ACCEPTABILITY JDM 06/08/18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED SPT 06 08 18 ENGINEER TITLE APPROVED BY DEPT. I DATE BEE 06/08/18 CIVIL MASTE SLOTTED DRAIN PIPE 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR SLOTTED END CAP PER MANUFACTURER'S SPECIFICATION 3.75' MIN I 4' MIN 2-1/2" MIN CLR TYP PIPE COUPLING BAND \ PER MANUFACTURER'S SPECIFICATION PLAIN PIPE SEGMENT MATCHING SLOT PIPE TYPE AS REQUIRED FOR CONNECTION 24" PVC DRAIN (TYP) SECTION 2D CIVIL PERMIT STORM DRAINAGE DETAILS - SHEET 2 APRON R INFRASTRUCTURE RENTON SITE R SITE 14.5" PCC 3.75' MIN 2-1/2" MIN CLR TYP P #4 EPDXY COATED REBAR 2" CSBC @ 12" O.C. EA. WAY, TOP & BOTTOM DIAGONAL #4 BARS (TYP) 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR (TYP) R-401374 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGff"IL SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 %ji W4700331 - 06/08/18 SHEET C500-3M C57 JOB NO. COMP NO. W4700331 RENTON, WA DWG NO. 4-APRON-R-0500-3M