HomeMy WebLinkAboutR-401458� 1
I 1 /2 I TOP OF SLOT SHALL BE DEPRESSED 1 /2"
BELOW SURROUNDING PAVEMENT
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I 1 3/ I CONSTRUCTION JOINT (TYP) SEE
1 DETAIL 4 ON SHEET C501-5D -
24"
CONCRETE PAVING AS SHOWN ON
PAVING PLANS (TYP) SEE NOTES
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NOTES:
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1. SLOTTED DRAIN ASSEMBLY SHALL BE HANCOR DURASLOT, OR
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APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT
TYP)
LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE
STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE.
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INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
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2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY
COMPRESSIVE STRENGTH.
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3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH
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PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF
REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS, IT SHALL BE
SUB -BASE MATERIAL
CONTINUED ACROSS SLOTTED DRAIN TRENCH.
AS SHOWN ON
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PAVING PLANS (TYP)
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4. SLOTTED DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE OR
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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.
ADS DURASLOT DRAIN
8" HDPE DUAL WALL PIPE
WITH 15" SLOT. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
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CONCRETE PAVING AS
SHOWN ON PAVING PLANS
SUB -BASE MATERIAL
AS SHOWN ON
PAVING PLANS (TYP) 8" HDPE STORM
PIPE. SEE PLAN FOR
MORE INFORMATION -
ADS DURASLOT DRAIN
8" HDPE DUAL WALL PIPE
WITH 15"
MAN U FAC-
24"
ELEVATION AS SHOWN ON
GRADING PLANS (TYP)
PAVEMENT SLOPED AS SHOWN
15" ACTUAL ON GRADING PLANS (TYP)
SLOT HEIGHT
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30" #5 EPDXY COATED
REBAR, 18" O.C. TYP
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HIGH SLUMP CONCRETE
SEE NOTE 2
\ 8" OR AS SHOWN ON
PLANS. SEE NOTES
PIPE INVERT ELEVATION
AS SHOWN ON PLANS
8" SLOTTED DRAIN SECTION
C50011-5A SCALE: NTS
C501-5B
C501-6A
C501-6B
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HIGH SLUMP CONCRETE
SEE NOTE 2
8" TO 6" HDPE REDUCER
8" HDPE ELBOW
8" SLOTTED DRAIN CONNECTOR TO PPE
SCALE: NTS
nnninnrrE PAVING AS
JN PAVING PLANS
1 BASIN
8" SLOTTED DRAIN CONNECTION TO STRUCTURE
SCALE: NTS
CAST IRON CAP WITH
RUBBER GASKET
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C501-6G
NOTE:
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"x2O" RECTANGLE GRATE PRODUCT 00775035B01.
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 C501-1 B FOR ADDITIONAL DESIGN REQUIREMENTS.
24"
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CONCRETE
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MONITOR WELL INSTALLATION PLAN
1-6L SCALE: NTS
CEMENT CEMENT
CONCRETE CONCRETE
PAVEMENT 10' MODIFIED CONCRETE PAVEMENT
COLLAR PER DETAIL
MINIMUM PIPE [AIRCRAFT RATED FRAME
COVER 27-INCHES AND GRATE, SEE NOTES
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- 12"
SEE NOTES
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HIGH SLUMP SEE DRAINAGE PROFILES
/CONC R\/ \ FOR RIM AND INVERT
ELEVATIi N. SEE NOTES.
FULL WIDTH OF
TRENCH (18" MIN) �E
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QUARRY / Oo0`0 0`000`0 \\ \\ \\
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NYLOPLAST PVC DRAIN BASIN
C501-6A SCALE: NTS
C501-66
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SECTION B
APRON R FINISHED GRADE
STEEL PIVOTI
RUBBER GASKET
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MOTES:
1. MONITORING WELL INSTALLATION SHALL BE PERFORMED BY BOEING APPROVED
CONTRACTOR AND ALL WORK SHALL BE COORDINATED WITH BOEING ENVIRONMENTAL.
2. MONITORING WELL LOCATIONS SHALL BE FIELD ADJU R-401458
SUMP DEPTH SHALL BE MINIMAL ALLOWABLE
DEPTH PER MANUFACTURER UNLESS
OTHERWISE NOTED ON PLAN
LOCKABLE WATERPROOF CAP
UT ASSEMBLY
FOR PADLOCK
P PLATE
PVC WELL CASING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
iBergerABAMV3 CIVIL PERMIT SET DEVELOPMENT ENGINEERING
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Ann Fowler 12/14/2018
CALL 48 HOURS '
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY rstraka 12/14/2018
1-800-424-5555 Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 0 R G 10/09/18
ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED
°F wesg��� SPECIFICATION IS APPROVED ENGINEER SPT 10 09 18 TITLE SHEET
APPROVED BY DEPT. DATE BEE 10/09/18 MITIGATION HANGAR C501 6 L 1
CHECKED C 5
&00131271 ww RENTON SITE JOB NO. COMP NO.
��SIDNAL, - APPROVED C 180242
T7 APPROVED CIVIL MASTER SITE RENTON, WA DING NO. RTN—YD—0501-6L