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BEND <br />TEE <br />PLUGGED CROSS <br />2A <br />PLUGGED CROSS WYE PLUG OR CAP <br />A1 <br />1/4" PLYWOOD OVER <br />FACE OF BOLTS <br />EACH AREA IS 1/2 OF <br />TABULATED TOTAL AREA <br />THRUST BLOCK BEARING (SF) TABLE <br />NOMINAL <br />FITTING <br />SIZE <br />INCHES <br />TEE,WYE <br />PLUG OR <br />CAP <br />90 BEND <br />PLUGGED <br />CROSS <br />TEE <br />PLUGGED <br />ON RUN <br />45° <br />BEND <br />22 1 2° <br />BEND <br />11 1 4° <br />BEND <br />Aâ A² <br />4 1.0 1.4 1.9 1.4 1.0 <br />6 2.1 3.0 4.3 3.0 1.6 1.0 <br />8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 <br />10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 <br />12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 <br />14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 <br />16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 <br />18 19.0 27.0 38.0 27.0 14.6 7.6 3.8 <br />20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 <br />24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 <br />NOTES <br />1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH <br />2.KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES <br />3.IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, ADJUST IF <br />NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) <br />4.BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND <br />BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL <br />5.ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS <br />PER SQ/FT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING USE THE FOLLOWING <br />EQUATION: BEARING AREA=TEST PRESSURE/150x12000/SOIL BEARING STRESS x TABLE VALUE <br />PLUGGED TEE <br />WATERMAIN <br />THRUST BLOCKING <br />NTS WM700 <br />BRADFORD PARK <br />DEVELOPMENT <br />(PHASE 2) <br />LENNAR HOMES <br />LIC. NO.DATE <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />JERREMY D. FOSS <br />xxxx-xx-xx 55871 <br />NOTE: <br />THE CLARITY OF THESE PLANS DEPEND <br />UPON COLOR COPIES. IF THIS TEXT DOES <br />NOT APPEAR IN COLOR, THIS IS NOT AN <br />ORIGINAL PLAN SET AND MAY RESULT IN <br />MISINTERPRETATION. <br />26553 - 3 DETAILS (P2) <br />DATE <br />REVISION SCHEDULE <br />DESCRIPTION BY <br />SHEET <br />TITLE <br />PROJECT <br />WITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />PROJECT NO. <br />FILE NAME <br />DESIGNED BY <br />ORIGINAL ISSUE DATE <br />DRAWN BY <br />CLIENT PROJECT NO. <br />REVIEWED BY <br />DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 3 DETAILS (P2).DWG SAVED BY: TODD.KIRK 115OF <br />11 <br />- <br />2024-08-26 <br />22-26553 <br />11 WATER DETAILS <br /> 300 26553 11 <br />ELK RIVER MINNESOTA <br />WATER DETAILS <br />TTK <br />TTK <br />JDF <br />Page 163 of 294