HomeMy WebLinkAboutR-417750112m TOP OF SLOT SHALL BE DEPRESSED 1/2"
BELOW SURROUNDING PAVEMENT
I I
�1 3/ CONSTRUCTION JOINT (TYR) SEE
1 DETAIL 4 ON SHEET C501-5D-
CONCRETE PAVING AS SHOWN ON
PAVING PLANS (TYR) SEE NOTES -
NOTES:
1. SLOTTED DRAIN ASSEMBLY SHALL BE RANCOR DURASLOT, OR
APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT
LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE
STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE.
INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS.
2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY
COMPRESSIVE STRENGTH.
3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH
PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF
REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS, IT SHALL BE
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 FIRINGS SHALL BE NON GALVANIZED
ALUMINIUM, STAINLESS STEEL, ALUMINIZED STEEL, OR PLASTIC.
ADS DURASLOT DRAIN
B" HDPE DUAL WALL PIPE
WITH 15" SLOT. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
HIGH SLUMP
CONCRETE
SEE NOTE 2
ELEVATION AS SHOWN ON
GRADING PLANS (TYP)
PAVEMENT SLOPED AS SHOWN
15" ACTUAL ON GRADING PLANS (TYR)
SLOT HEIGHT
T2% _ I 12%
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#4 EPDXY COATED
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`HIGH SLUMP CONCRETE
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SUB -BASE MATERIAL
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AS SHOWN ON m n 8° OR AS SHOWN ON
PAVING PLANS (TYR) o
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PLANS
. SEE NOTES
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PIPE INVERT ELEVATION
AS SHOWN ON PLANS
8" SLOTTED DRAIN SECTION
C501-61) SCALE: NTS
CAST IRON CAP WITH
RUBBER GASKET
—
CONCRETE PAVING AS
SUB -BASE MATERIAL SHOWN ON PAVING PLANS
AS SHOWN ON
PAVING PANS ( F I
2
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SYM 1 RENSION BY APPROVED DATE SYM REVISION
ORIG I APRON R - CENTRAL C180242 I WSP I SPT 07/09/21
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BY I APPROVED I DATE
NOTE:
1. BASINS SHALL BE NYLOPLAST PVC DRAINS OR APPROVED EQUAL AND SHALL BE INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR SHALL FOLLOW MANUFACTURERS RECOMMENDATIONS FOR BACKFIWNG 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 24N20" RECTANGLE GRATE PRODUCT 00775035B01.
7. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM 0-1557.
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 CEOTECHNICAL 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 C501-18 FOR ADDITIONAL DESIGN REQUIREMENTS.
CEMENT CEMENT
CONCRETE CONCRETE
PAVEMENT 10' MODIHED CONCRETE PAVEMENT
COLLAR PER DETAIL
MINIMUM PIPE AIRCRAFT RATED FRAME
COVER 27-INCHES AND GRATE, SEE NOTES
a2 n
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12•
SEE NOTES
r - J
THIGH SLUMP \�
CONCRETE
LELEEVAl
FULL WIDTH OF
TRENCH (18" MIN)
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/CSBC/ /
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QUARRY
N NYLOPLAST PVC DRAIN BASIN
C501-6A SCALE: INTO
C501-6B
CAST IRON
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MONITOR WELL INSTALLATION PLAN
- SCALE: NITS
i L_BOEArw"
NATIVE SOIL
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
CAST IRON CAP WITH RUBBER
CASKET BOLTED TO FLANGE
LOCKABLE 4 ?6}
WATERPROOF _
CAP y
IMPERVIOUS GROUT
APRON R FINISHED GRADE
STEEL
RUBBER
STEEL VAULT
PVC WELL CASING
SUMP DEPTH SHALL BE MINIMAL ALLOWABLE
DEPTH PER MANUFACTURER UNLESS
OTHERWISE NOTED ON PLAN
LOCKABLE WATERPROOF CAP
1SSEMBLY
PADLOCK
ATE
WELL CASING
NOTES:
SECTION B 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 ADJUSTED AS DIRECTED BY 300%
R-4177050
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
[CIVIL PERMIT
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STORM DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON,'
C180242 U K l; 07/09/91
'F501-61P C50
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C 180242
RTN-YD-0501-6P