HomeMy WebLinkAboutEasement State Highway Dept 05.03.1965APPROVAL PERMIT NO. 14-65-120
Control337 —SectionJL_
Hwy. No. State 29
To_City of Georgetown Williamson —County
%Lee C* Black Date- Mav 3 1965
Georgetown. -Texas 78626
The State Highway Department artment offers no objection to the location' on the right -of -
of your proposed - 6 water a line as shown by accompanying drawing' -way
dated April 30. 1965 except as noted below. and notice
It is expressly understood that the State Highway Department does not purport'
I ort, here-
byp to grant any rightp claim, title, or easement in or upon this highway; and it in
further understood that the State Highway Department may require the owner to re-
locate this linev subject to provisions of governing laws, by givin
written notice, g thirty (30) days
All work on the highway right-of-way shall be performed in dance
Department instructions*The installation shall not damage aany ccorpart with Highway
Of the way
and adequate provisions must be made to cause minimum inconvenience to with
higahnd
adjacent property owners. Special specifications for placing this pipe line are as
follows: No more than one half of highway shall be closed at any time.
The portion of closed road shall Properly barricaded at site
of,job. Warning signs shall be placed not less than 5001 on
2i I ight facing traffic on either side of job.
NOTE attached form 1033 for backfilling material.
Please notify Eric F.- Bartz- Sr. Mtneee Foremarrorty-t (4'
starting construction Of the line., in order that we --- 8) hours Prior to
may have eiga rhepresentative present,
TEXAS.
DEP WT
By:
District Engineer -Dist. tv
Form 1032
NOTICE OF PROPOSED INSTALLATION
PIPE LINES
TO THE TEXAS STATE HIGHWAY COMMISSION
c/o DISTRICT ENGINEER
TEXAS HIGHWAY DEPARTMENT
AUSTIN _ , TEXAS
Formal notice is hereby given that the Citi► Of �ieOL'Qetwon
Companyp proposes to place a 6o water_ _.. .. - -pipe line within the right-of-
way of state Highway No. $9 in Williamson. County,
Texas as follows: Connect to presiiit dM water pixie line at
Sta.# 61 426 and run parallel with north right of way line
to Sta;# 61 '69 a distance of'7b' 'Cross Jim 2S southerly, a
direction.
This 6",pip6"will be of'okgt iron. !lease, gralat pepsissibn
to out pavement due to rooky soil. It will be placed through
a 120 *aging from crown line to crown line* appurtenances is
The location and description of the proposed line and app
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
3rd. day of
Kay 19 g8,
Firm ty of Georgetown
Bn
Title Ma lager
Address Ceorgstown Texas 78626
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.
3.7 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 prgsented 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 #tabilized 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
4SPHALT 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.
(c) WHERE PAVEMENT IS CONCRETE OR CONCRETE
BASE WITH OTHER SURFACE
REINFORCING STEEL
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OPEN_TRENCH TOr jRRACKFILL TRENCH
REMOVE 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..
�o# 5/ t 99
Sfa# Sl +26 Are!5 a w
,Line
Sf- Nwy 29
Proposed 6",Cine
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