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HomeMy WebLinkAboutHwy US 81 Water Line Permit 14-64-221APPROVAL PERMIT N0. 14-64-221 ntrol 15 Sectiqn 8 Hwy. No. US 81 To City of Georgetown Wi 113 ams on County P. 0. Boa 409 Date August 7, 1964 Georgetown, Texas 78626 The State Highway Department offers no objection to the location on the right-of-way of your proposed _ s" water line as shown by accompanying drawings and notice dated August a- 1964 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 to re- locate 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 highway and adequate provisions must be made to cause minimum inconvenience to traffic and adjacent property owners. Special specifications for placing this pipe line are as follows: Said 1011.casing shall b& placed across US 81 by boring and/or __,jacking._ - Please notify Eric F. Bartz, Georgetown forty-eight (48) hsurs prior to starting construction of the line, in order that we may have a representative present, TEXAS HIGHWAY DEPARTMENT w By: 4��z /. 5�__ , a— 71 1 1 Dis rict Engineer-Dist.No. r 40 Form 1032 NOTICE OF PROPOSED INSTALLATION PIPE LINES Date August 3. 1964 TO THE TEXAS STATE HIGHWAY COMMISSION c/o DISTRICT ENGINEER TEXAS HIGHWAY DEPARTMENT Austin � TEXAS Formal notice is hereby given that the City of Georgetown_ _ Company.. proposes to place a 8p water pipe line within the right-of- way of US Highway No. 81 in Wi'1_liamaon County Texas as follows: Connect to fire hydrant with 8" pipe 'at Sta. 654 � 08 and cross US 81 from west to east. 8" water pipe will be placed in lop casing from crolm -liner to crown line. The location and description of the proposed line and appurtenances is more fully shown by three 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 approval day 19 _ u . 'L- • .. ♦ I pmp ME ; Address P. 0. Box 409 W*T'.T'07. ♦ : . . o� k ncab • 'A � o w � q Form 1033 STATE HIGHWAY DEPARTMENT Specifications for placing water, 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 allowed, 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 OPEN TRENCH TO MINIMUM BACKFILL TRENCH TO SUR - WIDTH NECESSARY FACE LEVEL, PENDING PLAC- ING OF BASE AND SURFACE. REMOVE SURPLUS BACKFILL, PLACE BASE AND SURFACE SAME AS OR EQUAL TO ORIG- INAL BASE AND SURFACE. 44 (c) WHERE PAVEMENT IS CONCRETE OR CONCRETE BASE WITH OTHER SURFACE REINFORCING Sdr TEEL t •t OPEN .TRENCH T0+ MINIMUM WIDTH NECES- SARY. CUT STEEL BARS ON ALTERNATE SIDES. BACKFILL TRENCH TO SURFACE LEVEL PENDING PLACING OF CONCRETE. 1• REMOVE SURPLUS BACKFILL. RE- MOVE AN EXTRA 1 FT. STRIP OF CONCRETE ON EACH SIDE. •t PLACE•5 SACK CONCRETE PATCH. KEEP WET AND BARRICADED FOR 48 HOURS. 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.