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ALIGNMENT MARKS <br />(BOLTED COVERS ONLY) <br />A <br />L <br />BLIND LIFTING POCKET <br />(2 EA) SEE DETAIL � <br />BOLTED COVER 8 <br />PLACES (TYP) <br />(SEE NOTE 3)- <br />1/2" X 1 1/2" TYPE 316 SST HEX <br />HEAD MB. USE WITH 1/8" X V <br />RUBBER GASKET GLUED TO <br />FRAME (FOR BOLTED COVER) <br />SEE NOTE 4 4" <br />NOTES: <br />1. COVERS SHALL BE TRAFFIC GRADE. <br />(2) 1" DIA. VENT HOLES <br />(FOR UNBOLTED COVERS) <br />RAISED DIAMOND <br />TREAD <br />3" TALL LETTERS <br />1"TALL LETTERS <br />A <br />I� <br />1" DIA. LIFTING HOOK (3 @ <br />120 DEGREES OR 4 @ 90 <br />DEGREES) <br />1"DIA. LIFTING HOOK (3 <br />@ 120 DEGREES OR 4 @ <br />90 DEGREES) <br />PLAN <br />t RUBBER COMPOSITION <br />eY" II I GASKET X 1/8") SST <br />36" CLEAR OPENING —�I GLUED TOO FRAME HE HEX BOLTS <br />SECTION A -A <br />BOLTING /SELF -SEAL DETAIL <br />r r <br />2. ALL CASTINGS SHALL BE COMPLETELY PAINTED WITH 6 MILS. BITUMINOUS PAINT AND LETTERED "MADE IN <br />COUNTRY OF ORIGIN", MARKED WITH MANUFACTURER'S IDENTIFICATION "HEAT NO. ", "ASTM A-48", AND <br />"CLASS 35B IRON" ON UNDERSIDE OF COVER. WEIGHT OF COVER SHALL BE 325 LBS. MIN., WEIGHT OF FRAME <br />SHALL BE 270 LBS. MIN. ACTUAL WEIGHTS SHALL BE +/- 5 PERCENT OF THE MINIMUM. <br />3. BOLTED COVERS SHALL BE INSTALLED AT ALL INTERSECTIONS. <br />4. PROVIDE 6" RIM IF REQUIRED FOR ADJUSTMENT TO GRADE. <br />5. THE GAP BETWEEN THE COVER AND THE RING SHALL BE APPROXIMATELY 1/8" AROUND THE ENTIRE <br />CIRCUMFERENCE AND SHALL NOT BE GREATER THAN 1/4" WHEN THE COVER IS SLID TO ONE SIDE. <br />6. IN LIEU OF CAST IRON FRAME AND COVER, THE WATER RESOURCES DIVISION MAY REQUEST A FIBER <br />REINFORCED POLYMER (FRP) FRAME AND COVER MANUFACTURED BY GMI COMPOSITES, INC. <br />APPROVED: DATE: f 1 y �,,, Q CITY OF SANTA ANA Q <br />PUBLIC WORKS AGENCY <br />DATE REVISION <br />1112020 R.R. NEW <br />36" SEWER MANHOLE COVER <br />STD. PLAN <br />NUMBER <br />1211 <br />