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1946 (#3429-3537)
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1946 (#3429-3537)
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Last modified
2/28/2024 4:01:03 PM
Creation date
4/18/2003 3:26:54 PM
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Pre-Charter
Year
1946
Pre-Charter - Doc Type
Resolutions
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RESC~UTION GRANTING WILSHIRE 0IL COMPANY, INC., <br />PE~MISEION TO CROSS JOINT 0UTFALL SEWER RIGHT <br />OF WAY WITH PIPE LINE. <br /> <br />THE CITY COUNCIL OF THE CITY OF SANTA ANA DO RESOLVE AS FOLLOWS: <br /> <br /> THAT, WHEREAS, heretofore by Ordinance No. 486 of the <br />County of Orange there was granted to Wilshire 0il Company, Inc., <br />a franchise to install an oil pipe line in the County of Orange; <br /> <br />and thst <br /> <br /> WheREAS, in order to utilize said pipe line the said <br />Wilshire Oil Company, Inc., has applied to the City of Santa Ana <br />for a permit to construct, repair and maintain a six inch oil pipe <br />line, single cable bridge backstay and e buried concrete anchorage, <br />upon and across the Joint outfall sewer property at a point in the <br />County of 0rsnge, in the Southeast 1/4 of the Northeast 1/4 of <br />Section 19, Township 6 South, Range l0 West, the center line of said <br />six inch pipe line being more specifically described as follows: <br /> <br /> Beginning at a point on the westerly line <br />of the Orange County Joint 0utfall Sewer property <br />5' south of the north line of the S ~ of the <br />NE ¼ of said Seotion 19; thence south 76° 35' E. <br />74.5' more or less to a point on the easterly line <br />of the Orange County Joint Outfall Sewer property. <br />The 6" pipe line will lie exactly along the above <br />described center line and at a depth of 15" below <br />the surface of the ground. <br /> <br />The said cable bridge backstay and buried concrete anchorage are <br /> <br />more specifically described as follows: <br /> <br /> A 5' wide by 6' long by 5' deep buried concrete <br /> anchor block will straddle the above described <br /> center line at a point ~.25' east of the west property <br /> line and st a depth of 3' from the surface of the <br /> ground to the top of the concrete block. The b~ckStay <br /> cable support will protrude from said buried concrete <br /> block through the surface of the ground at an approxi- <br /> mate angle of 28°. The center line of this backstay <br /> will coincide with the center line of the 8~' pipe <br /> line above described; <br /> <br />and that <br /> <br /> <br />
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