HomeMy WebLinkAboutHwy RM 2243 Water Line Permit 14-62-1APPROVAL PERMIT NO, 14-62-1
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Hwy, No. RIA 2243
Williamson County
To City of Georgetown
Date January 2, 1962
1. 0. Box 409
Georgetown, 'Texas
The State Highway Department offers no objection to the location on the right-of-way
of your proposed 811 Wa tar line as shown by accompanying drawings and notice
dated December 28, 1961 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:
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Please notify Eric* F Bartz Sr. Ltnna-1`nremanforty-eight (48) hours prior to
starting construction of the line, in order that we may have a representative present.
TTEEX'ASS�. HIGHWAY DEPARTMENT
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By
District Engineer -D �No.L�
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Form 1032
NOTICE OF PROPOSED INSTALLATION
PIPE LINES
Date December 28, 1961
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 Texas water
Company, proposes to place a six inch water pipe line within the right-of-
Road
way of Ranch No. 2243 in Williamson County,
Texas as follows: Cross Highway at Station # 591 � 01
Please grant permission to out across roadway for this
installation.
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 8th, day of
January 19fi2.
Firm—
Title.City Manager
Address P. 0. Box 409
GePrgetown. Texas
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 operationa, 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 Fort -
land Cement and mixed in a concrete mixer or transit mix equipmentj If
soil is used it shall be sandy material free from lumps or clods, Qnd
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
77 -
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.
(c) WHERE PAVEMENT IS CONCRETE OR CONCRETE BASE WITH OTHER SURFACE
REINFORCING SW..FT.
OPEN TRENCH TO BACKFILL TRENCH REMOVE SURPLUS
MINIMUM WIDTH NECES- TO SURFACE LEVEL BACKFILL. RE-
SARY. CUT STEEL PENDING PLACING MOVE AN EXTRA
BARS ON ALTERNATE OF CONCRETE. 1 FT. STRIP OF
SIDES. CONCRETE ON
EACH SIDE.
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.
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