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REINFORCED CONCRETE HEADWALLS
ELECTRICAL RISER
120/208V,3�,4W
TRANSFORMER BANK BY AP8d_
STANDARD SECT/ON CURS 8 GUTTER
1
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1
OVERHEAD PRIMARY 1 y -f'
INSTALL FLAP GATE BY AP&L 1
ON PIPE OUTLET 1
1 �
FL 291.0 1
1 1
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1 1
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FL 290.7 f 11 1 1
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60 LF 15" RCP 1
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18" HEADWALL �$
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FL 313.0 y
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40 lF 18" RCR 1
017.68% VL X18.0
1 1
11 1
1 1
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1 1 GAS SERVICE
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STANDARD SEC TI ON C URB'8 GU T TER
PAINTEI) ISLANDS
NO PARKING ZONES
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STANDARD INLET PLAN
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STANDARD INLET SECTION
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CORNER INLET PLAN
CORNER INLET SECTION
Note
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Exp. Jt.
No 6'•
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1. Use double throats where inlet is at low point of grade
Use single throat on upstream side of inlet in all other situations
2. Inlett walls may be built of 8" brick 8x8x16 concrete block,
or reinforced concrete where brick of block are used,
Bottom shall be plain concrete 6" thick
3. Inlett 5" deep or greater shall have standard manhole steps
4. Ring and cover shall be 24" standard sidewalk type
5. Inlets throats shall be beleveled 450
6. Voids will be filled with concrete when concrete blocks are used
800' TO CITY MANHOLE
PROVIDE 1- MAHOLE AT
400 FEET
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DATE: 7/14/90
PROJECT NO 8904
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DATE: 7/14/90
PROJECT NO 8904
DRAWN BY
REvIS'r']N .