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2 1/4" <br /> 60' TYP. THRU HOLE 0 1/2" <br /> TYPICAL 3 PLACES �, <br /> 4 1/2^ <br /> - ---- - - - 11/16"� — - <br /> 3 1/2" <br /> SECTION B—B — —� <br /> (GRATE ONLY) �3 3/4" <br /> �— 025 3/4" <br /> FRAME SECTION C—C <br /> 1 7/16" �.. —22 1/2"- <br /> 1 <br /> /2"1 1/8 1 1/8",_ PAVEMENT REPAIR <br /> 3/4"--� f -f l,� <br /> Location Quantity <br /> 16 Locations 548 S.Y. <br /> Num vi <br /> 1025 3/8" 29/32- � _. -_ 22 3/4" �I <br /> a o CONCRPLANETE PAVEMENT <br /> A 23 3/4" Location Quantity <br /> PLAN VIEW SECTION A—A Iully Road <br /> Stu. 25+75 to Sta. 26+25 58 S.Y. <br /> Stu. 27+00 to Sta. 27+50 58 S.Y. <br /> Notes: 624 FRAME & GRATE DETAIL OR EQUAL Sta. 72+50 to Sta. 73+00 189 S.Y. <br /> �N Longitudinal Planing <br /> 1 . ALL MATERIALS USED IN MANUFACTURING SHALL 4. COUNTRY OF ORIGIN AND MANUFACTURER SHALL Sta. 33+31 to Sta. 50+82 (Rt.) 1 ,652 S.Y. <br /> A CONFORM TO ASTM 48, CLASS 35B. BE CAST INTO FRAME AND GRATE. Sta. 46+02 to Stu. 51+25 (Lt.) 465 S.Y. <br /> E Sta. 67+50 to Sta. 70+45 (Lt.) 197 S.Y. <br /> M 2. FRAME AND GRATE SHALL BE HS20-44 RATED 5. FRAME AND COVER BEARING SURFACES SHALL BE Sharon Drive (See Sheet No 6) 104 S.Y. <br /> -` I MACHINED TO ASSURE CLOSE, QUIET FIT. Total 2,723 S.Y. <br /> M 3. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF <br /> 0 1/4" HEAT—TREATED CHAIN - 6. CASTINGS SHALL BE DIPPED IN BLACK BITUMINOUS <br /> PAINT. <br /> COUNTY OF SAN JOAQUINNo SCALE CONSTRUCTION DETAILS & TULLY ROAD RESURFACING Sheet No. <br /> SUMMARY OF QUANTITIES (Brandt Road to Hammond Street) 9 of 10 <br /> ,p DRAWN BY DATE PROJECT ENGINEER t DATE CHECKED DATE SUBMITTED DATE APPROV RJECOMMENDED DATE <br /> /00 �� IO Iwo- Cil <br />