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, � <br /> r w <br /> ' " � EXHIBIT B <br /> back-filling, ground settlement, or accidental disturbance from digging equipment. Compression <br /> connections shall be capable of withstanding tension loads without failure as outlined in the <br /> following table: , <br /> Size of connection Required Tension Load (Lbs.) I <br /> 3/4 in. -------------------------------------- 2100 lbs. � <br /> 1 in. ---------------------------------------- 34001bs. I <br /> 1 1/4 in. ------------------------------------ 3950 lbs. <br /> 1 1/2 in. ------------------------------------ 45001bs. <br /> 2 in. ----------------------------------------- SOOO lbs. <br /> 7. BURIAL OF WATER SERVICE PIPES. All service pipes shall in all cases be <br /> buried not less than three feet six inches under the surface of the ground laid with due regard for <br /> danger from freezing, and if on unimproved streets, shall be laid on a level with the bottom of the <br /> main from the main to within one foot of the curb stop, as the case may be, and in no case less <br /> than three feet six inches below the surface of the ground. Service pipes shall not be placed <br /> where either pipe or curb stop will be in a driveway. <br /> 8. SEPARATE WATER SERVICES. Each lot shall have a separate main tap and <br /> corporation stop and a separate curb stop and box which curb stop and box shall be placed at <br /> grade within one foot of the sidewalk line or if the main tapped is in an alley, at grade within six <br /> inches of the lot line and if there are two or more houses or buildings on a single lot, separate <br /> taps and separate curb stops shall be placed as above for each building served. <br /> 9. WATER SERVICE CURB STOPS. Curb stops for 3/4 and one inch services shall <br /> be of the inverted key design with body, key, base cap, combined cap and tee head components <br /> cast with ASTM B62 bronze and shall be precision machined, individually fitted and tested in <br />