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Home My WebLink AboutFM 2338 8" CI Water LineForm 1032R (5-15-69) NOTICE OF PROPOSED INSTALLATION PIPE LINES Permit No. w-73-262 Date May 3, 1973 TO THE TEXAS STATE HIGHWAY COMMISSION c/o DISTRICT ENGINEER TEXAS HIGHWAY DEPARTMENT TEXAS Formal notice 'is hereby given that. _ HAWW_City of Georgetown # proposes to place a 8" 01 Mauer pipe line within the Road right -of --way of 'Z9_2338 Highway No. in 1ii111awson County, ' Testas as -follows: 719 • 54 Qonneot to pvesent 8" nater line on private Pr0PastV, anter FK 2338 at station HOH ran parallel 5' fibro east right-of-vs7y line to station 703 + 88- 31 drpth- asinie AR eioveirago 21 The location and description of the proposed line and appurtenances is more fully shown by ?hrW___ copies of drawings attached to this notice. The line will be constructed and maintained on.the highway right- of-way as directed by the State Highway Department in accordance with governing laws. Construction of this line will begin on or after the Tth __ day • 19 73 / Firm_' �� -- .=►► )10 Form 10328 APPROVAL (.5-15-69). Control 142114ection 1 Hwy. No. P'M 2338 ------ City of Georgetown Dat i, -n ----County To ""�M%mlywiva P. 0. Boot 409 Georgetown, Texas 78626 The State Highway Department offers no objection to the location on the right-of-way of your proposed 8" CI water• ac- companying drawings and notice dated line as shown by noted below. except as .It is expressly understood that the State Highway Department does not pur- port, hereby, to grant any right, claim, title, or easement in or upon this ` highwayl and it is furtherunderstood that the State Highway Department may require the owner to relocate this line,,subject to provisions of governing laws, by giving thirty (30) days written notice. All work on the highway right-of-way shall be performed in accordance with Highway'Department-'instructions. The installation shall not damage any part of,, the highways,.andadequate. provisions, must be made to cause minimum inconvenience to traffic and adjacent pro ert owners. Owne;;..fails to comply with the -re p y In the event the gt4irements -as pet forth herein, the 'State may take such action as it deems appropriate to compel compliance. Please comply With attached Form 1033. Serio F. Barts, Htnoe. Const. Supv. Please notify !. 0. Box 136, 4eorgetown, Texas 78626 g�j+2 forty-eight (48) _hours prior to starting construction of the line, in order that we may have a represen- tative present.. TE HIGHWAY DEPARTMENT By: 4ineer-Distri6t_No., D s ict E - Form 1033 STATE HIGHWAY DEPARTMENT Specifications for placing water, sewer, gas and oil lines and conduit within the .tights -of -way or crossing State and U. S. Highways 1. All excavations within the right-of-way and not under surfacing shall be backfilled by tamping in 6" horizontal layers or by ponding... All surplus material shall be removed from the right-of-way and.the.excavation finished flush with surrounding natural ground. 2. Where sodding -is disturbed by excavation«or`backfilling operations,"siuch areas shall be replaced by mulch sodding on all slopes of 2%i or less. All slopes over' 2 p % shall be replaced by'block sodding... 3. Highway crossing under surfaced roads' and under surfaced cross roads within the right-of-way shall be placed by boring. Boring shall extend from crown line to crown line.- All lines under highways carrying pressure shall be enclosed in satisfactory casing extending from right-of-way line to right- of-way line. Gravity flow 'sewer 'lines "under highways shall be cast iron pipe. 4. Where evidence is presented indicating the impracticability of boring or tunnelling, -the District Engineer of the Highway Department may grant per- mission to cut the surfacing. In the event a cut is permitted the following conditions will govern: (a) Backfill material:,- All backfill material shall be stabilized with Port- land Cement and mixed in a concrete mixer or transit mix equipment. If soil is used it shall be sandy material free from lumps or clods, and shall be stabilized with two sacks of cement per cubic yard of soil. If sand and gravel are used, pit run material will be allowed, and it shall be stabilized with one sack of cement per cubic yard_ Backfill may be -ichanically tamped in a moist condition or water added to provide a free .owing (b) WHERE PAVEMENT IS FLEXIBLE BASE AND ASPHALT SURFACE rASPHALT SURFACE ;,. `; ,";. (FLEXIBLE BASE • e OPEN TRENCH Mn MINIMUM BACKFILL TRENCH TO SUR- REMOVE SURPLUS BACKFILL, WIDTH NECESSARY FACE LEVELS PENDING PLAC- PLACE BASE AND SURFACE ING.OF BASF AND SURFACE;SAME AS OR EQUAL TO ORIG- . c.< _ INAL BASE AND SURFACE. (c) WHERE PAVEMENT IS CONCRETE OR CONCRETE BASE WITH OTHER SURFACE REINFORCING STEEL OPEN TRENCH TO BACKFILL TRENCH FEWVE SURPLUS PLACE•5 SACK MINIMJM WIDTH NECES- TO SURFACE LEVEL BACKFILL. RE- CONCRETE PATCH. SARY. CUT STEEL PENDING PLACING MOVE AN EXTRA KEEP WET AND BARS ON ALTERNATE OF CONCRETE. 1 FT. STRIP OF BARRICADED FOR SIDES. CONCRETE ON 48 HOURS. EACH SIDE. 5. Operations along highways shall be performed in such manner that all excavated material be kept off the pavements at all times, as well as all operating equipment. 6. Barricades and warning signs and flagmen when necessary shall be provided by the contractor or owner. 7. One half of the traveled portion of the road must be open to traffic at all times. W cp a � o n 1 �^ � J n � J� a 1 �^ n � 0 T 1 J�