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0 <br />l . D <br />PVC COUPLING <br />BACKFILL: <br />NATIVE MATERIAL <br />COMPACTED TO 90% <br />SEWER MAIN 12" <br />�I f FLOW <br />IIPLAN VIEW <br />SEWER LATERAL TIE-IN <br />-D D <br />V�'69y7�1y 7C\iy:7n� rr Qr r:�0� ; <br />•�` i• �i rii� �- �iG,i�e� 0 <br />ao�t� Qom <br />CONSTRUCTION ITEMS / MATERIALS LIST <br />NO. <br />SIZE AND DESCRIPTION <br />MANUFACTURER/MATERIAL <br />MFR. CAT. NO. <br />El I <br />CAST IRON FRAME AND COVER ('SEWER") <br />ALHAMBRA FOUNDRY <br />A-2100 <br />2 <br />SDR-26; PVC SEWER PIPE <br />4" (MIN.) IF SERVING 4 DWELLINGS OR LESS <br />-6" (MIN.) ALL OTHER CASES <br />SDR-26 <br />3 <br />CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 1104, SEE NOTE 3 <br />CRUSHED ROCK, 1/2" DIAMETER (MAX) <br />5 <br />I MALE THREADED NUT PLUG <br />6 <br />CONSTRUCT NEW WYE AND MATCH EXIST. SEWER MAIN MATERIAL <br />SDR-26 PVC OR V.C.P. <br />7 <br />45° ELBOW SHALL MATCH WYE MATERIAL <br />SDR-26 PVC OR V.C.P. <br />8 <br />REDUCER (IF NECESSARY) <br />SDR-26 <br />9 <br />COUPLING ADAPTER (IF NECESSARY) <br />STAINLESS STEEL DOUBLE BANDED <br />10 <br />PVC TWO-WAY TEE, DR 17 <br />SDR-26 <br />11 <br />45° PVC ELBOW <br />SDR-26 <br />NOTE: <br />1. MINIMUM LATERAL SLOPE SHALL BE 1/4" PER FOOT (2%). <br />2. ALL NEW DEVELOPMENTS SHALL CONSTRUCT NEW LATERAL PER THIS STANDARD. <br />3. 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 />kPPRO,\lEp: DATE: Y 12.E /1o'2, I „ OTTV (AV C A NTT A A 1V A <br />REVISION <br />A.F. NEW DETAIL <br />R.R. CHANGED MIN. LATERAL SIZE <br />J.A. ADDED SDR 26 <br />PUBLIC WORKS AGENCY <br />SEWER LATERAL <br />AND CLEANOUT <br />(OPEN TRENCH) <br />STD. PLAN <br />NUMBER <br />1204 <br />