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HomeMy WebLinkAboutHwy 81 Sewer 14-53-69PERMIT N0. 14-53-69 APPROVAL To _ City of Georr7etown Control 15 Section ' 9 Hwy. No. U.S. 81 iWi111etnson County Date ''6-15-5'3 ( r The State Highway Department offers no objection to th4 location on the right-of-way of your proposed 6" Sewer line as shown by accompanying drawings and notice dated 412 -.53' --except as noted below. It is expressly understood that the State Highway Department does not purport, here- by, to grant any right, claim title, or easement in or upon this highway; and it is further understood that the State Highway Department may require the owner at his own expense to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. I 1 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 highway and adequate previsions must be made to cause minimum inconvenience to traffic and adjacent property owners. Special specifications for placing this pipe line are as follows: That one half the roadway be kept open to traffic at all times. Please notify Eric Bartz, Ceormetoira. forty-eight (48) hours prior to starting construction of the line, in order that we may have a representative present. TEXAS/I Y DEPAR T BY: District Engineer -Dist. No. Form 1032 NOTICE OF PROPOSED INSTALLATION PIPE LINES Date. 6-12-1953 - TO THE TEXAS STATE HIGHWAY COMMISSION c/o DISTRICT ENGINEER TEXAS HIGHWAY DEPARTMENT Austin TEXAS Formal notice is hereby given that City of aeorgetown Texas f2wilff, proposes to place a 6nsewer pipe line within the right -of - Williamson way of Q. Be Highway No. Rl inri ty 1 imi to,,clPnrgQ nyn _County, Texas as follows: The location and description of the proposed line and appurtenances is more fully shown by a "Ops copies of drawings attached to this notice. The line will be constructed, operated, and maintained as directed by the State Highway Department in accordance with governing laws. Construction of this line will begin on or after the_,. a�f after approval,, V. Firmwexas By Title 6-it-a'�s W N Form 1033 STATE HIGHWAY DEPARTMENT Specifications for placing watero sewer, gas and oil lines and conduit within the Rights-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, such areas shall be replaced by mulch sodding on all slopes of 2% or less. All slopes over 2% 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 allowedp and it shall be stabilized with one sack of cement per cubic yard. Backfill may be mechanically tamped in a moist condition or water added to provide a free flowing mixture.,, (b) WHERE PAVEMENT IS FLEXIBLE BASE AND ASPHALT SURFACE ASPHALT SURFACE FLEXIBLE BASE r 4 00 �,•,: 00 • 00 OPEN TRENCH TO MINIMUM BACKFILL TRENCH TO SUR- REMOVE SURPLUS BACKFILL, WIDTH NECESSARY FACE LEVELS PENDING PLAC- PLACE BASE AND SURFACE ING OF BASE AND SURFACE._ SAME AS OR EQUAL TO ORIG- INAL BASE AND SURFACE. n (c) WHERE PAVEMENT IS CONCRETE OR CONCRETE BASE WITH OTHER SURFACE REINFORCING STEEL d, 4' OF OF OPEN TRENCH TO BACKFILL TRENCH RI MOVE SURPLUS PLACE•5 SACK MINIMUM 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.