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HomeMy WebLinkAboutR_401373#4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR © 3.5" EA. WAY (4 PLACES) PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR #4x4.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 3" MIN (TYP) 24" x 20" FRAME W/BASE PLATE PLAN VIEW PROVIDE DOWELED CONSTRUCTION CEMENT JOINT (TYP) CONCRETE PAVEMENT #4 @ 12" O.C., EA. WAY, EPDXY COATED ° I a•• DIAGONAL #4 BARS 24" PVC DRAIN SECTION 1 A F­ 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR CEMENT CONCRETE 14.5" PCC PAVEMENT ° ° 12" CSBC L2-1/2" MIN CLR (TYP) 2-1/2" MIN CLR (TYP) 1­1_ 24"x24" SQUARE FRAME CAST INTO CONCRETE COLLAR MIN - - - - J #4 EPDXY COATED REBAR 10" O.C. EA. WAY 2 1/2" MIN (TYP) 24"x24" SQUARE FRAME PLAN VIEW 6" PCC PAVEMENT SECTION WITH 6" CSBC #4 @ 10" O.C., EA. WAY, EPDXY COATED 2-1/2" MIN CLR (TYP) FINISHED GRADE ""--EXISTING CB TYPE 2 W/SQUARE SECTION 1 E ADJUSTMENT SECTIONS AS REQUIRED CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CONCRETE COLLAR NOTES: � #4 EPDXY COATED REBAR 12 O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED �(2) #4 EPDXY COATED REBAR 3.5 EA. WAY (4 PLACES) __--#4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 30" CIRCULAR FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 30" CIRCULAR FRAME PLAN VIEW PROVIDE DOWELED 2-1/2" MIN CLR (TYP) CONSTRUCTION CEMENT JOINT (TYP) CEMENT CONCRETE CONCRETE PAVEMENT #4 @ 12" O.C., EA. 14.5" PCC PAVEMENT WAY, EPDXY COATED ° I.if I L ° 1" MIN 2" MAX 12" CSBC 2-1/2" MIN CLR (TYP) L30" FRAME CAST INTO DIAGONAL #4 BARS CONCRETE COLLAR 30" PVC DRAIN SECTION 1 B #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR ® 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 24" x 20" FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) RECTANGULAR FRAME PLAN VIEW PROVIDE DOWELED CONSTRUCTION JOINT (TYP) CEMENT CEMENT CONCRETE 2-1/2" MIN CLR (TYP) CONCRETE PAVEMENT PAVEMENT DIAGONAL #4 BARS 14.5" PCC 1. CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE COMPACTED TO AT LEAST 95% OF - = 12" CSBC MAX. DRY DENSITY PER ASTM D-1557. 2-1/2" MIN CLR (TYP) 2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT EXISTING TYPE 1 CATCH BASIN REQUIREMENTS SHOWN ON THE PAVING PLANS. TO BE ADJUSTED TO GRADE 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR #4 EPDXY COATED REBAR ADDITIONAL INFORMATION. AT 12" SECTION 1 F BOTTOM, O UNLESS OTHERWISE cNOTED 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET G2. MODIFIED CONCRETE COLLAR DETAILS SYM REVISION APRON R INFRASTRUCTURE C500-2A SCALE: NTS C500-2B,C500-2C C500-2D,C500-2E C500-2F BY APPROVED DATE SYM W47003311 ABAM I SPT 06/08/18 REVISION BY I APPROVED I DATE r- 10' MIN � #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED �(2) #4 EPDXY COATED REBAR ® 3.5 EA. WAY (4 PLACES) � #4x4'-6" EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 30"x30" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 30"x30" SQUARE FRAME PLAN VIEW PROVIDE DOWELED 2-1/2" MIN CLR (TYP) CONSTRUCTION CEMENT JOINT (TYP) CEMENT CONCRETE CONCRETE PAVEMENT #4 @ 12" O.C., EA. 14.5" PCC PAVEMENT WAY, EPDXY COATED ° I ° d ° ° - - 12" CSBC 2-1/2" MIN CLR (TYP) DIAGONAL #4 BARS 36" NYLOPLAST BASE PLATE AND 30"x3O" FRAME CAST INTO CONCRETE COLLAR 30" PVC DRAIN SECTOR 1C VF__ N-1, 11 /_rrr_t_4, _---- #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) _---#4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) - 24"x24" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 24"x24" SQUARE FRAME PLAN VIEW #4 @ 12" O.C., EA. CEMENT PROVIDE DOWELED CONCRETE WAY, EPDXY COATED CEMENT CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT PAVEMENT 2-1/2" MIN CLR (TYP) 14.5" PCC ° ° ° • • • 20.5 MIN - - -I 6" MIN 2,,, CSBC 2-1 /2" MIN CLR (TYP) JYJ DIAGONAL #4 BARS SECTION 1G AIRCRAFT RATED SDMH TYPE 3 W/SQUARE ADJUSTMENT SECTIONS AS REQUIRED P. of WAsh� �f x �Q k 31271 w� ��ssioNaL � #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR ® 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 24" CIRCULAR FRAME PLAN VIEW CEMENT PROVIDE DOWELED CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT 2-1/2" MIN CLR (TYP) bl 20.5 2-1/2" MIN CLR (TYP)J V_ DIAGONAL #4 BARS SECTION 1 D 24" CIRCULAR FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) - #4 @ 12" O.C., EA. WAY, EPDXY COATED CEMENT CONCRETE PAVEMENT 14.5" PCC ° • • • ° - 6" MIN 12" CSBC AIRCRAFT RATED SDMH TYPE 3 W/CIRCULAR ADJUSTMENT SECTIONS AS REQUIRED TEMPORARY HMA CONDITION (HDPE) PIPE BEDDING NOTES: 1. ALL BACKFILL SHALL BE MATERIAL SHALL BE PLACED IN TEMPORARY 4" HMA LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND DETECTABLE WARNING TAPE COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL 4" MIN NOTES ON SHEET G2. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE 38" MIN COVER 21 " MIN UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING SEE NOTES CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 6" MIN 4. MINIMUM COVER OVER PIPE AS SHOWN IS REQUIRED TO PERMANENT PCCP CONDITION (HDPE) PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS 14 1/2" 30" MIN COVER MIN SEE NOTES 0 PREVENT BOTH SHORT AND LONG TERM DEFLECTION PIPE DUE TO LOADING ON HDPE PE3408 WITH AN SDR OF OUTSIDE 17 AND THE DESIGN LOADS SHOWN ON SHEET G2. DIAMETER CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF THE MINIMUM TEMPORARY COVER REQUIREMENT CANNOT BE ACHIEVED. 6" MIN 5. VARIABLE HIGH GROUND WATER CONDITIONS ARE 0 0° 0 0 ° o o 0 ° o 0 o 0 0 PRESENT THROUGHOUT THE SITE. DEPTH TO GEOTEXTILE FOR / ° 0000°000011 00 000°0000°000000 GROUNDWATER IS TIED TO LAKE WASHINGTON WATER AS UIRED FOR 0 00 00o° o0 0° 0° LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES OVEREXQCAVATION. 000 ° 00 000o ° ° °0°0°0000 000°0°0°00 ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND SEE NOTE 2. PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION. SEE DETAIL ON SHEET C500-3Y FOR PIPE ANCHORING QUARRY SPACES FOR REQUIREMENTS. AS REQUIRED FOR OVEREXCAVATION. MIN TRENCH WIDTH 6. SEE DETAILS ON SHEET C500-3Y FOR OUTFALL PIPE SEE NOTE 2. FOR PIPE DIAMETER < OR - 15"; BEDDING DETAILS. WIDTH = PIPE DIA + 30" FOR PIE DIAMETER > 15"; WIDTH = (PIPE DIA X1.5) + 18" TYP. PPE BEDDING SECTOR C500-3A SCALE: NTS C500-3B,C500-3C C500-3D,C500-3E C500-3F i 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 MASTER CIVIL PERMIT STORM DRAINAGE DETAILS - SHEET 1 APRON R INFRASTRUCTURE RENTON SITE SITE 9 1/2" MIN 6" MIN PIPE OUTSIDE DIAMETER 6" MIN if 12" MIN OVEREXCAVATION AS REQUIRED SEE NOTES (TYP) PIPE BEDDING PER WSDOT 9-03.12(3) R-401373 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING I � SURFACE WATER UTILITY afowler 12/20/2018 rstraka 12/20/2018 Ul W4700331 - 06/08/18 SHEET C500-3L C56 JOB N0. COMP NO. W4700331 DWG NO. RENTON, WA 4-APRON-R-0500-3L