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Home My WebLink AboutHwy RM 2338 Sewer Line Permit 14-64-225Form 1082 APPROVAL - PERMIT NO. 14-64-225 To: CITY OF GEORGETOWN Control 2211 Section 1 Job 1 Lee C. Black, City Manager Hwy. No, _A.8; 2338 County City Hall, Georgetown, Texas Date August'7, 1964 The State Highway Department offers no objection to the 16cation on the right-of- way of your proposed 10" sewer line as shown by acro notice dated August 1. 1964 except as noted below.a drawings and Your attention is directed to governing laws, especially to Article 6674w-1, VernoAl-s Annotated Civil Statutes of Texas, pertaining to Control of Access. Access for servicing this installation shall be limited to access via (a) frontage roads where provided (b) nearby or adjacent public roads er streets, or (c) trails along or near the highway, right-of-way linea, connecting only to an intersecting --road;'-from- -roads from any .one or &1' of which entry. say be made, to the outer portion of the highway right-of-way for normal service and maintenance operations. The Utility Owner's rights of access to the through -traffic roadways and ramps ahall be sub- ject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owner shall have a temporary right of access to and fr6m the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided the State Highway Department is immediately`notified by the Utility..Owner when such repairs are initiated and adequate provision is made by the_ Utility Owner for convenience and safety ofi highway traffic. It "Pon unaerstood that the State Highway Department does not hereby, 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 relocate this line, subject to provisions of eoverni"a 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 higand hway and adequate provisions must be made to cause minimum inconvenience to traffic adjacent property owners_ Special specifications for p follows or attached: lacing this line are as Please notify= Travis Long*Expressway Engineer,Box 7970Austin 78764 AND Eric F.-Bartz,Sr. Mtnce. Foreman Please notify Box 136, Georgetown 78626 atarti forty-eight (48) hours prior to ng construction o t e e n order that we may have a representative present. TEX43 #WhWAY DEPARTMENT By_ Dist r ct Engineer - at. No. (For installations on Interstate Highways, submit in triplicate to File D-18) Qq Form 1082 NOTICE OF PROPOSED INSTALLATION UTILITY LINE ON CONTROLLED ACCESS HIGHWAY Date August 1, 1964 TO 'THE TEXAS STATE HIGHWAY COMMISSION c/o DISTRICT ENGINEER TEXAS HIGHWAY DEPARTMENT Austin j, TES Formal notice is hereby given that The City of Georgetown proposes to place a 10" Sanitary Sewer line within the right -of - IH 35 & way of R.M. Highway No. 2338 in Williamson County Texas as follows lo" Sanitary Sewer Line to cross R.M. 2338 at centerline Station 804073. Length of line approximately 2401 The line will open cut across RM 2338 and parallel with IH 35 ROW. This line will be gravity flow. Type of pipe will be clay. INSIDE CITY LIMITS. OPEN CUT ACROSS RM 2338.STA.804 / 73 The location and description of the proposed line and appurtenances is more fully shown by )K 6 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 an or after the 18th day of August 1964. por Rim Ci Georgetown . - §� 'P '. 'ke U0 BIRAW Title City Manager Address City Hall Georgetown, Texas BY.. AI& DATE SUBJECT CHKD. BY DATE SHRET NO..... ........ JOS NO. . . ... ...... Ir o 77, SUBJECT r SHEET NO.... OF ......... fa -el ... . ..... ..... -0�0 4 ..... 7, f e ever. 4, ',1 e ... JOB NO.. CHKD- By ...........DATE . ... . ....... .. ir.7 op(M—ouls ............ So 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 Snddina_ 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 followinj 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- REMOVE SURPLUS BACKFILL, WIDTH NECESSARY FACE LEVEL, PENDING PLAC- PLACE BASE AND SURFACE ING OF BASE AND SURFACE. SAME AS OR EQUAL TO ORIG- INAL BASE AND SURFACE. 0 (c) WHERE PAVEMENT IS CONCRETE OR CONCRETE BASE WITH OTHER SURFACE REINFORCING STEEL I j OFt •OPEN .TRENCH TO BACKFILL TRENCH MINIMUM WIDTH NECES- TO SURFACE LEVEL SARY. CUT STEEL PENDING PLACING BARS ON ALTERNATE OF CONCRETE. SIDES. REMOVE SURPLUS BACKFILL. RE- MOVE AN EXTRA 1 FT. STRIP OF CONCRETE ON EACH SIDE. PLACE•5 SACK a 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 timesp 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