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t~o_t,•r unani~ously approved by a vote of 4-0-0, tc; ~~~~'i:~~.,'i
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COMMISSIONERS' COURT AGENDA REQUEST
.~. ~ ~
v~'
~P ASE FURNISH ONE ORIGINAL AND FIVE COPIES OF THIS REQUEST AND
DOCUMENTS TO BE REVIEWED BY THE COURT
MADE BY: Franklin Johnston OFFICE: Road & Bridge
MEETING DATE:
August 12, 1991
TIME PREFERRED:
SUBJECT: (PLEASE BE SPECIFIC) Approval of Buildi nc~ Plan
EXECUTIVE SESSION REQUESTED: YES (if needeNO
PLEASE STATE REASON To begin construction of Road & Bridge facility.
ESTIMATED LENGTH OF PRESENTATION:
PERSONNEL MATTER - NAME OF EMPLOYE:
NAME OF PERSON ADDRESSING THE COURT:
15 minutes
Franklin Johnston
Time for submitting this request for Court to assure that the matter is posted in accordance
with Article 6252-17 is as follows:
* Meetings held on second Monday; 12:00 P.M. previous Wednesday
* Meetings held on Thursdays: 5:00 P.M, previous Thrusday
THIS REQUEST RECEIVED BY:
THIS REQUEST RECEIVED ON : ~
-- Ail Agenda Requests will be screened by the County Judge's Office to determine it
adequate information has been prepared for the Court's formal consideration and action
at time of Court meetings. Your cooperation will be appreciated and contribute towards
your request being addressed at the earliest opportunity. See Agenda Reques`
Guidelines.
- MEMORANDUM
to: Commissioner's Court
FROM: Franklin Johnston, P.E. ,County Engineer
RE: Concrete Foundation for Maintenance and Office I
August 7, 1991
1. Attached are Plans and Specifications for the concrete slab
foundations for the Maintenance and Office Building for Kerr
County Road & Bridge Department.
2. l recommend building the Alternate Office Building Plan
for the following reasons
_._. a. Will provide additional storage space for county records
b. Large enough Conference/Meeting Room for Crew meetings
or bid conferences to be held.
3. We propose to furnish all materials and take bids from
subcontractor's for the labor to place and finish the concrete.
Construction will be under the direct supervision of the County
Engineer.
4. Money is allociated in our 1990/91 Budget, Line 575, to pay for
these concrete foundations.
5. Foundation construction shall begin mid-August, 1991, and be
,.._ completed by September 30, 1991.
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ALTERNATE OFFICE BUILDING FOUNDATION PLAN
Nf" • t'C
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GENERAL SELECT FILL NOTES
BEFORE ANY CONSTRUCTION IS BEGUN. PERFORM ROUGH GRADING AND
CUT SWALES SD THAT GROUNDS WILL DRAIN AWAY FROM TXE BUILAING.
MAINTAIN DRAINAGE DURING ALL DHASES OF CONSTRUCTION SO THAT
STORM WATER WILL BE DIRECTED AWAY FROM THE BUILDING. KEEP
EXCAVATIONS PUMPED FREE OF STORM WATER AT P11 TIMES.
PRECAUTIONS SHALL SE TAKEN TO PROTECT OPEN EXCAVATN)NS FROM
EXCESSIVE LOSS OR GAIN IN NATURAL MOISNRE LEVEL PRIOR TO PUCEMENT
OF BASE MATERIAL. KEEP MOIST DURING DRY WEATHER AND IG:EP STORM
WATER PUMPED OUT. INCLUDING NIGNTSAND WEEKENDS, WRING RAINS.
NJ AN AREA OCCUPIED BY THE BUILDING, PLUS FIVE FEET, REMOVE A MINIMUM
OF B' OF 70P SOIL ANO VEGETATION. I DO NOT REUSE FOR FlLL UNDER
BUILDING I. REMOVE AODRIONAL SOIL AS REQUIRED 70 ASSURETHATA
MINIMUM OF 6' OF SELECT STRUCTURAL FlLL IS PUCED UNDER THE ENTIRE
BUILDING AREAS.
SCARIFY IXCAVATION TO A MINIMUM DEPTH OF 6' AND RECOMPACT TO A
MINIMUM OF 95 %OF THE MAXIMUM DENSITY AS DETERMINED BY THE TEXAS
DEPARTMENT OF HIGHWAYS ANO PUBLIC TRANSPORTATION )TD.H.P.T.)
SPECIFlCATION TEX•113•E, COMPACTION TEST,
FOR A DISTANCE OF 4'-0.OUTSIDE THE BUILDING LINE. AND BEGINNING AT THE
LOW END, BUILD UP TO THE BOTTOM OF THE SU8 WffH GRAVEL FlLL
CONFORMING TO TD.H.P.T. SPECIFlCATIDNS, ITEM 248, TYPE •B', GRADE 2.
IXCEPT THAT THE-40 SIEVE RETAINAGE MAY BE 50 TO 85 PERCENT. NO DIRT
FILL MAYBE USED UNDER THE BUILDING FOUNDATION. TYPE'F, GRADE 2,
MAYBE USED AS AN OPTIONAL SUBSTITUTE FOR THE SELECT STRUCTURAL
FlLL SPECIFIED ABOVE.
ALL FlLL SHALL BE PUCED IN B' LOOSE HORIZONTAL LIFTS AND COMPACTED
TO A MINIMUM OF 95%OF THE MAXMUM OENSffY AS DETERMINED BY T.D.H.P.T.
SPECIFlCATION, TEX413•E. COMPACTION TEST. EXCESS FlLL AT THE BUDDING
PERIMETER SHALL BE CUT OUT ANO GRADED TO COMPLY WfiH FlNIBHED GRADE
REQUIREMENTS.
PERFORM ALL EARTHWORK DESCRIBED ABOVE BEFORE TRENCHING FOR GRADE
BEANS OR MECHANCIAL LINES.
EMPLOY AN INOEPENOENT TEBTINO IABOPATORY TO TAKE DENSITY TESTS OF
RECOMPACTEO SCARIFIED MATERIAL AND DENSITY TESTS OF EACH LIFT OF
6El£CT FlLL. AT THE RATE OFONE 1E5T PER 4,000 SQUARE FEET.