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CONTROL DEVICE / CATCH BASIN
DETENTION
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I. ALL WORK SMALL CONFORM TO CITY OF AUBURN SPECIFICATIONS
AND APWA STANDARD SPECIFICATIONS.
2. FILL SLOPES SHALL BE 1 1/2 : 1 M4XIM K.
3. SAW -CUT STREET 12" FROM TRENCH WALLS FOR PAVEMENT
REMOVAL.
INSTALL 6" PIT RUN.. 2" 5/8" MINUS CRUSHED ROCK, AND
3" CLASS "B" A.C. FOR PAVEMENT RESTORATION PER CITY
REQUIREMENTS.
4. USE DUCTILE IRON, CLASS 52 FOR WATER MAIN.
5. PVC (ASTM 3034) MIAY BE USED FOR SANITARY SEWER AND
STORM DRAIN PER CITY OF AUBURN STAMQIIRDS,
6. ITILITIES SHOWN ON THIS DRAWING REFLECT A SEARCH OF
AVAILABLE INFORMIATIC`I. CONTRACTOR ,FIN- VERIFY LOCATIONS
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION TO AVOID
GRADE CONFLICTS. NDTIFY UTILITIES TO FIELD - LOCATE
FACILITIES BEFORE CONSTRUCTION.
7. FOR "CB TYPE 1", USE LUNDBERG TYPE 16 CATCH BASIN OR
EQUAL.
8. DRIVEWAY REVISION SKAL'L C24M MI TO CITY OF ALIBURN
TYPE "C".
9. ND WATER METERS IN PAVEMENT.
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PROPOSED
FOURPLEX
F. F. E LEV. 6T. 50 j
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PROPOSED
FOURPLEX
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PROP SE
FOUR I E
F. F. E LEY. 6 7.50
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SCALE 101
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CONFORMS TO DEMON
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EX/3T/1vG CONTOUR
PROPOSED c0lv7'DuR
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SANITARY SEWER PROFILE (l~-20' x
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REVISIONS
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.IN Ma 1-190-001-771
DESMED
B L R
DRN
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COMP.
CHECKED
RDS
DATE
APRIL
1978
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