Loading...
HomeMy WebLinkAboutR-401457#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 #44.5' 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 H ""--EXISTING CB TYPE 2 W/SQUARE SECTION 1 E ADJUSTMENT SECTIONS AS REQUIRED CONCRETE COLLAR NOTES: 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 C501-113. � #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 1 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 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 ROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) RECTANGULAR FRAME PLAN VIEW P PROVIDE DOWELED CONSTRUCTION JOINT (TYP) CEMENT CEMENT CONCRETE 2-1/2" MIN CLR (TYP) CONCRETE PAVEMENT PAVEMENT DIAGONAL #4 BARS 14.5" PCC ° ° — — 12" CSBC 2-1/2" MIN CLR (TYP) EXISTING TYPE 1 CATCH BASIN TO BE ADJUSTED TO GRADE #4 EPDXY COATED REBAR SECTION 1 F AT 12" O.C. BOTTOM,UNLESS OTHERWISE cNOTED 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, _----#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 VI EW #4 @ 12" O.C., EA. CEMENT PROVIDE DOWELED CONCRETE WAY, EPDXY COATED CEMENT CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT 2-1/2" MIN CLR (TYP) 14.5" PCC PAVEMENT " ° ° • • • 2 0.5 ... ° ° MIN ° — — — 6" MIN 2,,, CSBC 2-1/2" MIN CLR (TYP) JYJ DIAGONAL #4 BARS SECTOR 1G AIRCRAFT RATED SDMH TYPE 3 W/SQUARE ADJUSTMENT SECTIONS AS REQUIRED � #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 PIPE BEDDING NOTES: 1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEETS C501-1A AND C501-113. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. MINIMUM COVER OVER PIPE AS SHOWN IS REQUIRED TO PREVENT BOTH SHORT AND LONG TERM DEFLECTION DUE TO LOADING ON HDPE PE3408 WITH AN SDR OF 17 AND THE DESIGN LOADS SHOWN ON SHEET C501-1 C. CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF THE MINIMUM TEMPORARY COVER REQUIREMENT CANNOT BE ACHIEVED. 5. VARIABLE HIGH GROUND WATER CONDITIONS ARE PRESENT THROUGHOUT THE SITE. DEPTH TO GROUNDWATER IS TIED TO LAKE WASHINGTON WATER LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION. SEE DETAIL ON SHEET C501-6K FOR PIPE ANCHORING REQUIREMENTS. UbU1—bA C501-66 SCALE: NTS 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) TEMPORARY 4" HMA DETECTABLE WARNING TAPE 4" MIN 38" MIN COVER 21 " MIN SEE NOTES 6" MIN PERMANENT PCCP CONDITION (HDPE) PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS 14 1/2" 30" MIN COVER MIN SEE NOTES i 0 In In In In 0 10 1 MGM 0 �. .. 9 1/2" MIN 6" MIN PIPE OUTSIDE DIAMETER 6" MIN 12" MIN OVEREXCAVATION AS REQUIRED SEE NOTES (TYP) PIPE BEDDING PER WSDOT 9-03.12(3) R-401457 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � MODIFIED CONCRETE COLLAR DETAILS CIVIL PERMIT SET i BergerABAM DEVELOPMENT ENGINEERING C501-5A SCALE: NTS CALL 48 HOURS �� V3 Ann Fowler 12/14/2018 C501-5B BEFORE YOU DIG 33301 9th Avenue South, Suite 300 C501-5C 1— 800— 424— 5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED WAs��� SPECIFICATION IS APPROVED ENGINEER SPT 10/09/18 TITLE SHEET ""A, ,�� APPROVED BY DEPT. DATE BEE 10/09/18 MITIGATION HANGAR CHECKED C501-6J C49 31271 ww RENTON SITE JOB NO. COMP N0. ���SIDNAL, -" APPROVED C 1 80242 APPROVED CIVIL MASTER SITE RENTON, IRA DING NO. RTN—YD—0501-6J