HomeMy WebLinkAboutD-288407POINT
OFFSET
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DESCRIPTION
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AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP -
ANY TO ADJUST GAS VALVES AND /OR TELEPHONE MANHOLES. CONTRACTOR
TO COORDINATE.
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278.90
279.00
R= 25.00
A= 81' 42'17"
L= 35.65
PT 13 +30.18
END 13 +31.62
37.39' RT
47.29' RT
20'
10' 0 20' 40'
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12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
SEE DETAIL SHEETS 24 & 27.
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POINT
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DESCRIPTION
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13 +57.42
49.55' RT
278.71
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44.60' RT
278.78
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24.65' RT
279.62
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13 +81.44
16.00' RT
280.46
CENTER:
13 +81.44, 41.00' RT
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ROADWAY & STORM DRAINAGE NOTES
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CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
BASIN, OR STORM DRAIN MANHOLE.
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CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW
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DRAIN PIPE WITH FERNCO ADAPTER.
CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
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NEW CATCH BASIN.
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CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
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5 +00
END OF EXISTING STORM DRAIN PIPE.
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CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
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PAD AS SEPARATION BETWEEN UTILITIES.
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CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE.
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CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE
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CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
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WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF
THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
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SPECIFICATIONS.
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