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PLAN VIEW <br />SEWER LATERAL TIE-IN <br />y_1:18Ti9N1 <br />BACKFILL: <br />IAIN NATIVE MATERIAL <br />COMPACTED TO 90% <br />Ie1�1�1�1 ,I, <br />....:..:..:.. ..:. <br />PROFILE VIEW <br />CONSTRUCTION ITEMS / MATERIALS LIST <br />NO. <br />SIZE AND DESCRIPTION <br />MANUFACTURER/MATERIAL <br />MFR. CAT. NO. <br />�1 <br />CAST IRON FRAME AND COVER <br />ALHAMBRA FOUNDRY <br />A-2100 <br />2�HDPE <br />SEWER PIPE <br />4' (MIN.) IF SERVING 4 DWELLINGS OR LESS <br />-6" (MIN.) ALL OTHER CASES <br />HDPE (HIGH DENSITY POLYETHELYNE) <br />DR-17 <br />O <br />INNER SURFACE- REFLECTIVE COATING <br />3 <br />CLEAN OUT, 4", DR11 IPS <br />P & F DISTRIBUTORS OR APPROVED EQUAL <br />40040010 <br />4 <br />TWO-WAY TEE, DR 17 <br />P & F DISTRIBUTORS OR APPROVED EQUAL <br />5 <br />REDUCER (IF NECESSARY) <br />SDR-26 OR DR-17 <br />6 <br />COUPLING ADAPTER (IF NECESSARY) <br />7 <br />CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 1104, SEE NOTE 4 <br />8 <br />F-911 <br />CONSTRUCT WYE AND MATCH EXISTING SEWER MAIN MATERIAL <br />10 <br />45* ELBOW SHALL MATCH WYE MATERIAL <br />NOTES: <br />1, WATER RESOURCES DIVISION SHALL REVIEW AND APPROVE OF PIPE BURSTING <br />METHOD PRIOR TO CONTRACTOR COMMENCING WORK. <br />2. ALL HDPE JOINTS SHALL BE FUSED. <br />3. CONTRACTOR SHALL REMOVE THE FUSION "BEAD" FROM INSIDE OF PIPE USING <br />APPROPRIATE CUTTING TOOL. <br />4. SIDEWALK SHALL BE REPLACED FROM SCORE JOINT TO SCORE JOINT OR A MINIMUM <br />OF 4 FEET BUT IN NO CASE SHALL FLOATING SECTION BE LESS THAN 4 FEET. <br />DATE: ( 11Z� I o CITY OF SANTA ANA 0 <br />PUBLIC WORKS AGENCY <br />REVISION STD. PLAN <br />FAIL SEWER LATERAL NUMBER <br />AND CLEANOUT 1204A <br />(PIPE BURSTING) <br />