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PIPE STORAGE =5,00 OF
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ALL ELEYATOE. DIME ISIONS , AND LOCATIONS OF RISERS AND IWETS 6HUL BE WORRIED
WALL TYPE =PERFORATED
PIPE STORAGE: 5,630 CAP
BY ME ENGINEER OF RECORD IEOO PRIOR TO IREIFNNNG FOR FABRICATION.
•
DIAMETERII
STRUCTURAL BACKFILL STORAGE: 2,262 CF
• ALL FIRINGS AND REINFORCEMENT COMPLY ALTO NOR GAS
TOTAL STORAGE PROVIDED:
ALL RISERS AND SIDES AM 2WA XV WRRLILLATW AND 16 GAGE UNLESS OMERwWE
•
FINISH •ALT2
7,882CIF
NOTED.
CORRUGATION = 2 213 xla
LOADING: H2O
• RISERS TO BE RELD TUMMED TO GRADE AS MOUIR .. BY CONTRACTOR
PIPE INV. =951.(5
• QUANTITY OF RPE SHOWN DOES NET MOVIES E%IM PIPE FOR WIN DECIDING ME SYSTEM TG
EXISTING PIPE OR DRAINAGE 6TWGFURE4. WRBYBIEMLS OETNIEO PRSIOE6NGNIHAL
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DVERSE UNER IS INTTENDED TO HELP PIROTECTMELT FROM A MM lBARRIER IS RECOMMENDED VAN THE xi ¢THE
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CORRUGATED MORAL PIPE DETENTION DESIGN GUIDE FDRAUDfl1DNUL INFORMALTION.
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NOTES:
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2 PEEOMTIMOPEN AREA PER SQUARE FOOT OF PIPETS NEED
ON ME NCMNAL DMMEIER AND LENGTH OF PIPE.
4 MMENVOR NB SUBJECT TO MANUFACTURER TOLERANCESALL HOLES DROP
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BOTTOM OF PAVEMENT
MINIMUM REV=056.12
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SATISFIED WITH THE LEVEL OF COMPACTION, INADEQUATE COMPACTION CAN LBAD TO EXCESSNR PIPE DEFLECTIONS AND
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DIFE I&KTWREN ME SIDE&OFM'Y PIPE IN ME SYSTEM AT ALL TIMES DURING ME BACKFILL PROCESS. BACKFILL SHALL SE
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B NO AL ORION GRADED GRANULAR BACKFILL ABOVE PI PE MAY INCLUDE RYW RASE MATERILL/pID RAID PAVEMENT IFAPFLVELE).
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W CGNTEC E AnE FOR NONSTANDMID SPACING MUSE Or2e.T.1F
TYPICAL BACKFILL DETAIL
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APPLICABLE REQUIREMENTS OF AMMO MM OR MEN AGA THE
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7. MM OPENING WON E>WNAL W SAE, EXTEND BPRSA
MINIMUM OF 1 T BEYOND OPENING. BEND EARS AS MOUNTED
TO MAINTAIN EAR COVER
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