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BRAZOS COUNTY
BRYAN. TEXAS
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1.27 SEP 25 1,1 8 46
4i AGENDA FOR COMMISSIONERS' COURT MEETING - MONDAY, SEPTEMBER 28, 1987, 10:00 A.M.
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1. Consider and take action on revised Flood Plain Ordinance.
2. Consideration of amendment for July 20, 1987 Commissioners
i Court Minutes.
3, Consideration of award of the following bids and authorize
the payment thereof:
(a) Groceries and Staples for October and November
1987 for Jail.
(b) Meat Contract for October and November 1987 for
Jail.
(c) Frozen Food for 4th. Quarter of 1987 for Jail.
(d) Dairy Contract for 4th. Quarter of 1987 for Jail.
(e) Bread Contract for 4th. Quarter of 1987 for Jail.
(f) Annual Road Sign and Sign Post Contract for Road
and Bridge Department.
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(g) Xerographic Paper Contract for Brazos County.
4. Designate a central location in the courthouse to hold fore-
closure sales.
5. Consideration of a Resolution approving application for grant
to the Criminal Justice Department for Narcotics Trafficking
Task Force for the District Attorneys office.
6. Consideration of request for relocation of polling place for
voting precinct 5.
7. Consideration of Change In Status of Employees.
8. Payment of Claims.
9. Other Business - Discussion Only - No Action To Be Taken.
10.' Adjourn
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COMMISSIONERS' COURT
SPECIAL MEETING
SEPTEMBER 28, 1987 .
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A special meeting of the Commissioners' Court of Brazos
County, Texas, was held in the Commissioners' Courtroom in the
Courthouse in Bryan, Brazos County, Texas, beginning at 10:00
A.M. on Monday, September 28, 1987, with the following meubers
of the Court present:
R. J. Holmgreen, County Judge, Presiding;
Bill J. Cooley, Commissioner of Precinct 1;
Walter Wilcox, Commissioner of Precinct 2;
Billy E. Beard, Commissioner of Precinct 3, Absent;
Milton Turner, Commissioner of Precinct 4;
Frank Boriskie, County Clerk.
The following citizens and officials were in attendancee
Ruth McLeod Administrative Assistant
Carol Snedeker County Judge's Admin. Asst.
Bea Green Secretary to Commissioners
Sharon Fairchild Auditor
Rebecca Shults Purchasing
A. H. Winder County Engineer
Sandie Walker Treasurer
Terri White Deputy Treasurer
Travis Nelson District Clerk
Cathy Bryan Engineer's Office
Ronnie Crocker Bryan/College Station Eagle
Chuck Clements WTAW
Kelly Cartwright WTAW
Alice Brown KBTX-TV
Kathy Young KBTX-TV
L. G. Crum Brazos County Resident
The first matter to be considered by the Court was a
revision to the Flood Damage Prevention Court Order. This Order
revises Article S, Section 3a.,b., c., and Section 49c. which
was originally adopted by the Commissioners' Court on March 30,
1987. On motion by Commissioner Cooley,, seconded by
Commissioner Turner, the Court voted unanimously to adopt the
revised Flood Damage Prevention Court Order. A copy of which is
attached to and made a part of these minutes.
The Court next considered amending the minutes of Cosmis-
sioner's Court meeting held July 20, 1987. The ■inutes reflect
the County Judge stated that the county would provide a court
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Commissioners' Court minutes September 28, 1987
reporter for the Federal Court. This was in error, the request
was only for space in which to hold Court. On motion by
Commissioner Cooley, seconded by Commissioner Turner, the Court III
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voted unanimously to amend the Commissioner's Court minutes of
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July 20, 1987.
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The Court next considered the following bids:
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Bid No. 87-388 - Groceries and Staples for the Jail
for October and November 1987
Rebecca Shults, Purchasing Agent, recommended
acceptance of the low bid submitted by Sysco
Food Service. On motion by Commissioner
Cooley, seconded by Commissioner Turner the
Court voted unanimously to accept the recom-
mendation of the Purchasing Agent and award
the contract to the low bidder, Sysco Food
Service. A copy of the bid tabulation is
attached hereto for reference.
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Bid No. 87-387 - Meat Contract for October b November
1987 for the Jail
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1. 80 lbs. Ground Extra Lean Chili-type Meat
100% Beef, 93% lean, 7% fat
2. 45 lbs. Beef Round Tip, USDA Choice
• 3. 95 lbs. Bacon, Rind off slab, Sliced
4. 40 lbs. Luncheon Meat, approx. 8 lb. can or
roll.
5. 40 lbs. Bologna, all meat Jumbo Roll
6. 40 lbs. Salami, Jumbo Roll
FROSTE% FOODS WHITE SWAN
Unit Price/ Price Unit Price/ Price
per pound 8 weeks per pound 8 weeks
1. $ 1.49 $ 953.60 $ 1.32 $ 844.80
2. No Bid $ 2.02 $ 727.20
3. $ 1.50 $1,140.00 $ 1.69 $1,284.40
4. No Bid $ 1.22 $ 390.40
5. No Bid $ 1.26 $ 403.20
6. No Bid $ 1.39 $ 444.80
GRAND TOTAL $2,093.60 $4,094.80
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READFIELD MEAT i
SYSCO FOOD SERVICE FREEZER SERVICE '
Unit Price/ Price Unit Price/ Price ,
per pound 8 weeks per pound 8 weeks
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1. $ 1.33 $ 851.12 $ 1.65 $1,056.00 ;
2. $ 1.56 $ 561.60 $ 1.79 $ 644.40
3. $ 1.26 $ 957.60 $ 1.39 $1,056.40
• 4. $ 1.17 $ 374.40 $ 1.19 $ 380.80'
5. $ 1.15 $ 368.00 $ 1.09 $ 348.80
6. $ 1.19 $ 380.80 $ 1.15 $ 368.00'
GRAND TOTAL $3,493.52 $3,854.40
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BRENHAM WHOLESALE GROCERY COMPANY
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No Bid
Rebecca Shults, Purchasing Agent, recommended
awarding the bid in two parts. Bologna,
salami and lunch meats to Readfield Meat and
Freezer Service and ground meat etc. to Sysco
Food Service. On motion by Commissioner
Wilcox, seconded by Commissioner Cooley, the
Court voted unanimously to accept the recommen-
dation of the Purchasing Agent and award the
contract in two parts, one to Readfield Meat
and Freezer Service and the other to Sysco
Food Service.
Bid No. 87-385 - Frozen Food for 4th Quarter of 1987
for the Jail
01. Sliced Yellow Squash
02. Orange Juice Concentrate
03. Chop Beef Dinner
04. Fried Chicken Dinner
05. Turkey Dinner
06. Western Dinner
07. Lasagna Dinner
08. Meatloaf Dinner
09. Spaghetti Dinner
10. Pancakes 6 Sausage
11. Scrambled Eggs b Sausage
12. French Toast b Sausage
13. Manhandler Helper Turkey Dinner
14. Steak Fingers, pre-cooked
15. Corn Dogs
16. Burritos
17. Hot Doge
18. Sausage
19. Pancakes
KRAFT/FROSTEE BRENHAM WHOLESALE
01. No Bid 01. $ 9.77
02. No Bid 02. $25.92
03. No Bid 03. $ 9.43
04. No Bid 04. $ 9.43
05. No Bid 05. $ 9.43
06. No Bid 06. $ 9.43
07. No Bid 07. $ 9.43
08. No Bid 08. $ 9.43
09. No Bid 09. $ 9.43
10. No Bid 10. $11.95
11. No Bid 11. $13.82
12. No Bid 12. $13.82
13. No Bid 13. $20.30
14. $13.91 14. $14.87
15. $ 7.19 15. $ 8.14
16. $14.97 16. $17969
17. $10.09 17. $12.76
18. No Bid 18. $12.37
19. No Bid 19. No Bid
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Commissioners' Court meeting September 28, 1987
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Commissioners' Court meeting September 28,1987
VEITS SWAB SYSCO FOOD SERVICE
01. $ 9.15 01. $10.11
02. $21.70 02. $22.31
03. No Bid 03. No Bid
04. No Bid 04. No Bid
05. No Bid 05. No Bid
06. No Bid 06. No Bid
07. No Bid 07. No Bid
08. No Bid 08. No Bid
09. No Bid 09. No Bid
_ 10. No Bid 10. No Bid
11. No Bid 11. No Bid
12. No Bid 12. No Bid
13. No Bid 13. No Bid
14. $12.75 14. $12.02
15. $ 6.99 15. $ 7.84
16. $14.71 16. $20.80
17. $11.95 17. $11.47
18. $ 8.62 18. $11.04
19. No Bid 19. $14.44
Rebecca Shults, Purchasing Agent, recommended
acceptance of the low bid submitted by Brenham
Wholesale. On motion by Commissioner Turner,
seconded by Commissioner Cooley, the Court voted
unanimously to accept the recommendation of
the Purchasing Agent and award the contract
to the low bidder, Brenham Wholesale.
Bid No. 87-384 - Dairy Contract for 4th Quarter of 1987
for the Jail
1. 16,700 1/2 pints Milk, homogenized and
pasturized.
OAL FARMS DAIRIES LILLY DAIRY PRODUCTS
Unit Total Unit Total
Price Price Price Price
$.1430 $2,388.10 $.1500 $2,505.00
Rebecca Shults, Purchasing Agent, recommended
acceptance of the low bid submitted by Oak Farms
Dairies. On motion by Commissioner Turner,
seconded by Commissioner Cooley, the Court voted
unanimously to accept the recommendation of
the Purchasing Agent and award the contract
to the low bidder Oak Farms Dairies.
Bid No. 87-383 - Bread Contract for 4th Quarter of 1987
for the Jail
1. 3,062 Bread, white, sandwich and/or round
top, vitamin fortified, slices,
wrapped, 1 1/2 lb. loaves
SLICES PER LOAF:
2. 100 Bread, wheat, sandwich and/or round
top, vitamin fortified, slices,
wrapped, 1 1/2 lb. loaves
SLICES PER LOAF:
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Commissioners' Court meeting September 28, 1987
MRS. BAIRD'S BUTTER CRUST
BAKERIES. INC. BAKERIES
Unit Total Unit Total
Price Price Price Price
$.59 $1,818.38 $•64 $1,972.48
$.79 $ 79.00 $.64 $ 64.00
24 slices 26 slices
Rebecca Shults, Purchasing Agent, recommended
acceptance of the low bid submitted by Mrs.
Baird Bakeries. On motion by Commissioner Turner,
seconded by Commissioner Cooley, the Court voted
unanimously to accept the recommendation of
the Purchasing Agent and award the contract
to the low bidder Mrs. Baird's Bakeries, Inc.
Bid No. 67-360 - Annual Road Sign 6 Sign Post Contract
for the Road b Bridge Department
Bids were received from:
1. Mid-Ohio Markings b Traffic Signs, Inc.
2. Price Barricade and Sign Company
3. Sargent-Sowell, Inc.
Holland Winder, County Engineer, recommended
acceptance of the low bid submitted by Mid-Ohio
Markings b Traffic Signs, Inc.. On motion by
Commissioner Wilcox, seconded by Commissioner
Turner, the Court voted unanimously to accept
the recommendation of the County Engineer and
award the contract to the low bidder. A copy
of the bid tabulation is attached hereto for
reference.
Bid No. 87-386 - Xerographic Paper Contract for Court-
house
1. 500 units Paper, Xerographic, 8 1/2 x 11,
white, 20 lb.
2. 500 unite Paper, Xerographic, 8 1/2 x 14,
white, 20 lb.
3. 100 units Paper, Xerographic, 8 1/2 x 11,
colored, 20 lb.
ENGINEERING 6
OFFICE SUPPLY BOSWORTH PAPERS, INC.
UNIT TOTAL UNIT TOTAL
PRICE PRICE PRICE PRICE
1. $ 5.25 $ 2,525 $ 4.47 $ 2,235
2. $ 6.75 $ 3,375 $ 5.68 $ 2,840
3. $ 6.60 $ 660 8 6.00 $ 530
HURRICANE
OFFICE SUPPLY MASTERS OFFICE SUPPLY
UNIT TOTAL UNIT TOTAL
PRICE PRICE PRICE PRICE
1. $ 4.80 $ 2,400 $ 4.56 $ 2,280
2. $ 6.00 $ 3,000 $ 6.00 $ 3,000
3. $ 6.00 $ 600 „ $ 6.75 $ 675
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Commissioners' Court mesing September 28, 1987
D a B CENTRAL TEXAS
DISTRIBUTING WORD PROCESSING
No Bid No Bid
Rebecca Shults, Purchasing Agent, recommended
\ acceptance of the bid submitted by Hurricane
Office Supply. The low bidder, Bosworth did
not meet bid specifications due to a price
escalation clause included in the bid, the
next lowest bidder, Masters Office Supply,
required a minimum order of $5,955 which is
not feasible for the County to store that
quantity. Mrs. Shults recommended awarding
the contract to Hurricane Office Supply,
the lowest bider to meet specifications.
On motion by Commissioner Turner, seconded
by Commissioner Wilcox, the Court voted
unanimously to accept the recommendation of
the Purchasing Agent and award the contract
to Hurricane Office Supply.
The County Judge next advised the Court that the
Legislature passed HB 1504, which amends Section 51.002 of the
Texas Property Code. The amendment requires the Commissioners'
Court to designate and record the area at the Courthouse where
foreclosure sales will be held. On motion by Commissioner
Cooley, seconded by Commissioner Turner, the Court voted
unanimously to designate the Commons Area, which is located on
the first floor of the courthouse adjacent to the County Clerk's
Office. This action will become effective January 1, 1988 all
in accordance with the law.
The Court next considered a Resolution authorising the
submission of application to the Criminal Justice Division,
office of the Governor, for grant funds for a Narcotics
Trafficing Task Force to be administered by the District
Attorney. The grant would provide additional personnel,
equipment, operational expense and supplies to apprehend those
illegally producing, possessing or transferring controlled,
substances for Brazos, Burleson, Grimes, Leon, Madison,
Robertson and Washington Counties. Such grant to be in the
amount of $484,263; 75% to be state funded, 25Z locally funded.
On motion by the County Judge, seconded by Commissioner Turner,
the Court voted unanimously to authorize the County
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Commissioners' Court minutes September 28, 1987
Judge to execute the grant application and to authorize the `
County Judge to accept such grant funds should they be tendered.
The next matter to be considered by the'Court was the
re ocation of the Polling Place for Voting Precinct 5. The
Fellowship Hall on Tabor Road in which the elections were held,
has been demolished and the portable building used for the
polling place does not meet all the requirements for the
handicapped. On motion by Commissioner Wilcox, seconded by Com-
missioner Turner the Court voted unanimously to adopt the
attached order relocating the polling place of voting precinct 5
from the Fellowship Hall to the New Bethlehem Church on FM Road
2776.
The Court proceeded to consider the change of status of
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the following employees:
Dutsche, Patricia Tax Office Termination
Swendsen, Ellen Sheriff's Dept. Termination
Napier, Benjamin Road b Bridge Termination
Howard, Fannie J. P. Pct. 5 Termination
Story, Katherine Tax Office Termination
Sanders, Rebecca Dist. Clerk Termination
Vincent, Catherine Cty Crt at Law I1 New Emp. P/T
Nobles, Carolyn County Extension New Employee
Ramirez, Tommy Jr. Juvenile Ser. Step Increase
Clement, Lisa District Clerk Promotion
Sweeten, Sherry District Clerk Reclassification
On motion by Commissioner Turner, seconded by Commissioner
Wilcox, the Court voted unanimously to approve the reclassifica-
tion of Sherry Sweeten as submitted. On motion by Commissioner
Beard, seconded by Commissioner Turner, the Court voted unani-
mously to approve all other changes as submitted.
The Court next considered the following Claims as submit-
ted by the County Treasurer for payments
10 General Fund-------------------Claims 89133 thru 89498
20 Road b Bridge------------------Claims 89592 thru 89759
Claims 89499 thru 89505
30 Capital Projects 6 Improvements:
Proposition I-----------Claims 89506 thru 89507
40 Law Library--------------------Claims 89508 thru 89519
45 Omnibus Crime Control Fund-----Claims 89520 thru
54 Health Department--------------Claims 89533 thru 89541
60 Payroll------------------------Claims 89542 thru 89556
61 Health b Life Insurance--------Claims 89557 thru 89561
70 Indigent Health Care-----------Claims 89563 thru 89577
72 Bail Bond Board----------------Claims 89578 thru 89579
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commissioners' Court meeting September 28, 1967
90 Community Resources Officer----Claims 89580 thru 89584
91 Juvenile Commission Grant------Claims 89585 thru 89586
92 Brasov Center Special Events---Claims 89587 thru 89589
94 Victim Assistance Program------Claims 89590 thru 89591
On motion by Commissioner Turner, seconded by Commissioner
Wilcox, the Court voted unanimously to approve the Claims as
submitted.
Under other business, the County Judge asked the Court if
they wished to continue with the construction of the parking lot
on 27th Street, as a joint project with the First Baptist
Church. It was the consensus of the Court that they wished to
continue with the project and it was suggested by Commissioner
Cooley that the County Engineer seek help if necessary, in
preparing the plans for the lot.
(There being no further business to come before the Court,
the meeting was adjourned.
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The foregoing minutes have been examined and approved in
open Court this the I q4. day of L(off'A/,c.. it 1
19in Bryan, Brazos County, Texas.
10)~e' 11,0 A.. -
R. q o mgreen
County Judge
Alter Wilcox
Commissioner, Precinct 2
Milton urner
Commissioner, Precinct 4
BiwT Cooley/
Commissioner, Precinct 1
Billy/)r. ea
Co sioner, Precinct 3
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MEW ors e
County Clerk
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60.3(b)
Revised as of October 1, 1987
FLOOD D14MAGE PREVERrION COURT ORDER
OIPTLINE
Cross
Ref. NFIP
Pg.
Regulations
ARTICLE 1
STATZlIM AUXBORIZATION, FINDING OF
FALT, PURPOSE AND MEI4OCS
1
SECTION A
Statutory Authorization
1
SECTION B
Findings of Fact
1
SECTION C
Statement of Purpose
1
SECTION D
Methods of Reducing Flood Losses
2
ARTICLE.2
DEFINITIONS
3
59.1
ARTICLE 3
G ERAL PROVISIONS
6
60.(b)
SECTION A
Lands to Which This Court Order Applies
6
60.3(b)
SECTION 8
Basis for Establishing the Areas of
Special Flood Hazard
6
SECTION C
Establishment of Development Permit
6
60.3(b) (1)
SECTION D
Compliance
6
SECTION E
Abrogation and Greater Restrictions
6
SECTION F
Interpretation
6
SECTION G,
Warning and Disclaimer of Liability
6
ARTICLE 4
ADMINISTRATION
7
SECTION A
Designation of the Floodplain
Administrator
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60.3(b)
SECTION B
Duties and Responsibilities of the
Flood plain Administrator
7
60.3(b)(4)-(7)
SECTION C
Permit Procedures
8
60.3(b)(5)
SECTION D
Variance Procedures
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60.6(a)
ARTICLE 5
PROVISIONS FOR FLOOD HUARD REDUCTION
10
SECTION A
General Standards
10
60.3(b)(2)
SECTION B
Specific Standards
10
60.3(b)(4)
1.
Residential Construction
10
60.3(b)(4)
2.
Nonresidential Construction
10
60.3(b)(4)
3.
Enclosures
11
4.
Manufactured Hcmes
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60.3(b) (8)
SECTION C
Standards for Subdivision Proposals
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60.3(b)(2)-(3)
Certification
12
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60.3(b)
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FIM OAMM$ PREVEffION OOtW OFMER
ARTICLE I
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SPATU m AIJIIARIZATIm FINDINGS OF FP=t PURPOSE AND H==
SECTION A. STATUIM ALn1IMUTION
The Legislature of the State of Texas has in V.T.C.A. Texas Water Code
state statutes
Sectio 16.311 et se L delegated the responsibility to local governmental
un is to adopt regu at ons designed to minimize flood losses. Therefore,
the _ issioner's Court of Brazos Count , Texas , does ordain as
(governing body) loco unit) state
follows:
SECTION B. FINDINGS OF FACT
(1) The flood hazard areas of Brazos Count are subject to periodic
inundation which results in loss of lite an property, health and safety
hazards, disruption of commerce and governmental services, and extraordinary
public expenditures for flood protection and relief, all of which adversely
affect the public health, safety and general welfare.
(2) These flood losses are created by the cumulative effect of
obstructions in floodplains which cause an increase in flood heights and
velocities, and by the occupancy of flood hazard areas by uses vulnerable to
floods and hazardous to other lands because they are inadequately elevated,
floodproofed or otherwise protected from flood damage.
SECTION C. STATEMINT OF PURPOSE
It is the purpose of this ordinance to promote the public health, safety and
general welfare ahd to minimize public and private losses due to flood
conditions in specific areas by provisions designed to:
(1) Protect human life and health;
(2) Minimize expenditure of public money for costly flood control
projects;
(3) Minimize the need for rescue and relief efforts associated with
flooding and generally undertaken at the expense of the general
public;
(4) Minimize prolonged business interruptions;
(5) Minimize damage to public facilities and utilities such as water
and gas mains, electric, telephone and sewer lines, streets and
bridges located in floodplain;
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(6) Help maintain a stable tax base by providing for the sound use and
development of flood-prone areas in such a manner as to minimize
future flood blight areas; and
(7) Insure that potential buyers are notified that property is in a
flood area.
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SWUMN D MEMW OF RE =1W FLDOD LMSES
In order to accanplish its purposes, this Court Order uses the following
methods:
(1) Restrict or prohibit uses that are dangerous to health, safety or,
property in times of flood, or cause excessive increases in flood heights of
velocities;
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(2) Require that uses vulnerable to floods, including facilities which
serve such uses, be protected against flood damage at the time of initial
construction;
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(3) Control the alteration of natural floodplains, stream channels,
and natural protective barriers, which are involved in the accormiodation of
flood waters;
(4) Control filling, grading, dredging and other development which may
increase flood damage;
(5) Prevent or regulate the construction of flood barriers which will
unnaturally divert flood waters or which may increase flood hazards to other
lands. -
END OF ARTICLE I
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ARTICLE 2
DEFINITIONS
Unless specifically defined below, words or phrases used in this ordinance
shall be interpreted to give them the meaning they have in camimmOn usage and
to'give this ordinance its most reasonable application.
APPEAL - means a request for a review of the Flood Plain A3uinistrator's
interpretation of any provision of this ordinance or a request for a
variance.
AREA OF SHALLOW FLOODING - means a designated AO, AH, or VO zone on a
ccrtmunity's Flood Insurance Rate Map (FIRM) with a one percent chance or
greater annual chance of flooding to an average depth of one to three feet
where a clearly defined channel does not exist, where the path of flooding
is unpredictable and where velocity flow may be evident. Such flooding is
characterized by ponding or sheet flow.
AREA OF SPOCIAL FLOOD HAZARD - is the land in the floodplain within a
community subject to a one percent or greater chance of flooding in any
given year. The area may be designated as Zone A on the Flood Hazard
Boundard Map (FHBM). After detailed ratemaking has been completed in
preparation for publication of the FIRM, Zone A usually is refined into
Zones A, AE, AH, AO, Al-99, VO, V1-30, VE or V.
BASE FLOOD - means the flood having a one percent chance of being equalled
or exceeded in any given year.
CRITICAL FEATURE - means an integral and readily identifiable part of a
flood protection system, without which the flood protection provided by the
entire system would be oompromised.
DEVELDPMENT - means any man-made change in improved and unimproved real
estate, including but not limited to buildings or other structures, mining,
dredging, filling, grading, paving, excavation or drilling operations.
ELEVATED BUILDING - means a nonbasement building (i) built, in the case of a
building in Zones Al-30, AE, A, A99, AD, AH, B, C, X, and D, to have the top
of the elevated floor, or in the case of a building in Zones V1-30, VE, or
V, to have the bottom of the lowest horizontal structure member of the
elevated floor elevated above the ground level by means of pilings, columns
(posts and piers), or shear walls parallel to the floor of the water and
(ii) adequately anchored so as not to impair the structural integrity of the
building during a flood of up to the magnitude of the base flood. In the
case of Zones Al-30, AE, A, A99, AO, AH, B, C, X, D, "elevated building"
also includes a building elevated by means of fill or solid foundation
perimeter walls with openings sufficient to facilitate the unimpeded
movement of flood waters. In the case of Zones V1-30, VE, or V, "elevated
building" also includes a building otherwise meeting the definition of
"elevated building", even though the lower area is enclosed by means of
breakaway walls if the breakaway walls meet the standards of Section
60.3(e)(5) of the National Flood Insurance Program regulations.
EXISTING OONS1i~JC.'PION - means for the purposes of determining rates,
structures for which the "start of construction" commenced before the
effective date of the FIRM or before January It 1975 for FIRMS effective
before that date. "Existing construction" may also be referred to as
"existing structures."
3
VO L PAGE ND
- - 0r - _.....y. -
FLOOD OR FLOODING - means a general and temporary condition of partial or
complete inundation of normally dry land areas frame
(1) the overflow of inland or tidal waters.
(2) the unusual and rapid accumulation or runoff of surface waters
from any source.
•
•
El
FLOOD BAZARD BO[RIDARY MAP (FBBM) - means an official map of a community on
which the Federal Emergency Management Agency has delineated the boundaries
of the flood, mudslide (i.e., mudflow) related erosion areas having special
hazards have been designated as Zone A, M, and/or E.
FLOOD BUIRANCB RATE MAP (FIRM) - means an official map of a community, on
which the Federal Emergency Management Agency has delineated both the areas
of special flood hazards and the risk premium zones applicable to the
community.
F[)OD INSURANCE STUDY - is the official report provided by the Federal
Emergency Management Agency. The report contains flood profiles, water
surface elevation of the base flood, as well as the Flood Boundary-Floodway
Map.
F[OOCPLM N OR HOOD-PRONE AREA - means any land area susceptible to being
inundated by water from any source (see definition of flooding).
FLOOD PRDIEMON SYSTEM - means those physical structural works for which
funds have been authorized, appropriated, and expended and which have been
constructed specifically to modify flooding in order to reduce the extent or
the areas within a community subject to a "special flood hazard" and the
extent of the depths of associated flooding. Such a system typically
includes hurricane tidal barriers, dams, reservoirs, levees or dikes. These
specialized flood modifying works are those constructed in conformance with
sound engineering standards.
FLOODWhY (RDQILAT W FLOOMY) - means the channel of a river or other
watercourse and the adjacent land areas that must be reserved in order to
discharge the base flood without cumulatively increasing the water surface
elevation more than a designated height.
FUNCTIONALLY DEPFSffiRf USE - means a use which cannot perform its intended
purpose unless it is located or carried out in close proximity to water.
The term includes only docking facilities, port facilities that are
necessary for the loading and unloading of cargo or passengers, and ship
building and ship repair facilities, but does not include long-term storage
or related manufacturing facilities.
HIGHEST AWACERr GRADE - means the highest natural elevation of the ground
surface prior to construction next to the proposed walls of a structure.
LEVEE - means a man-made structure, usually an earthen embankment, designed
and constructed in accordance with sound engineering practices to contain,
control, or divert the flow of water so as to provide protection fram
temporary flooding.
LEVEE SYSTEM - means a flood protection system which consists of a levee, or
levees, and associated structures, such as closure and drainage devices,
which are constructed and operated in accordance with sound engineering
practices.
IUAEST F[OOR - means the lowest floor of the lowest enclosed area (including
basement). An unfinished or flood resistant enclosure, usable solely for
parking or vehicles, building access or storage in an area other than a
basement area is not considered a building's lowest floors provided that
such enclosure is not built so as to render the structure in violation of
the applicable non-elevation design requirement of Section 60.3 of the
National Flood Insurance Program regulations.
4
V®L PAGE s
MANUFAC1URED How - means a structure transportable in one or more sections,
which is built on a permanent chassis and is designed for use with or
without a permanent foundation when connected to the required utilities.
For flood plain management purposes the term "manufactured home" also
includes park trailers, travel trailers, and other similar vehicles placed
on a site for greater than 180 consective days. For insurance purposes the
term "manufactured hone" does not include park trailers, travel trailers,
and other similar vehicles.
MEAN SEA LEVEL - means, for purposes of the National F1ood*Insurance
Program, the National Geodetic Vertical Datum (NGVD) of 1929 or other datum,
to which base flood elevations shown on a community's Flood Insurance Rate
Map are referenced.
NEW OOt~b'IMX.TION - means, for flood plain management purposes, structures
for which the "start of construction" commenced on or after the effective
date of a flood plain management regulation adopted by a community.
START OF OQaTR~ICTION - (for other than new construction or substantial
improvements under the Coastal Barrier Resources Act (Pub. L. 97-348),
includes substantial improvement and means the date the building permit was
issued, provided the actual start of construction, repair, reconstruction,
placement, or other improvement was within 180 days of the permit date. The
actual start means either the first placement of permanent construction of a
structure on a site, such as the pouring of slab or footings, the
installation of piles, the construction of columns, or any work beyond the
stage of excavation; or the placement of a manufactured hone on a
foundation. Permanent construction does not include land preparation, such
as clearing, grading and filling; nor does it include the installation of
streets and/or walkways; nor does it include excavation for basement,
footings, piers or foundations or the erection of temporary forms; nor does
it include the installation on the property of accessory buildings, such as
garages or sheds not occupied as dwelling units or not part of the main
structure.
STRUCTURE - means a walled and roofed building, including a gas or liquid
storage tank, that is principally above ground, as well as a manufactured
home.
SUBSTAN'ITAL DWFO 020 - means any repair, reconstruction, or improvement
of a structure, the cost of which equals or exceeds 508 of the market value
of, the structure either, (1) before the improvement or repair is started, or
(2) if the structure has been damaged and is being restored, before the
damage occurred. For the purpose of this definition "substantial
improvement" is considered to occur when the first alteration of any wall,
ceiling, floor, or other structural part of the building commences, whether
or not that alteration affects the external dimensions of the structure.
The term does not, however, include either (1) any project for improvement
of a structure to comply with existing state or local health, sanitary, or
safety code specifications which are solely necessary to assure safe living
conditions, or (2) any alteration of a structure listed on the National
Register of Historic Places or a State Inventory of Historic Places.
VARIANCE - is a grant of relief to a person from the requirements of this
Court Order when specific enforcement would result in unnecessary hardship.
A variance, therefore, permits construction or development in a manner
otherwise prohibited by this Court order. (For full requirements see
Section 60.6 of the National Flood Insurance Program regulations).
VIOLATION - means the failure of a structure or other development to be
fully oanpliant with the community's flood plain management regulations. A
structure or other development without the elevation certificate, other
certifications, or other evidence of compliance required in Section 60.3(b)
(5), (c)(4), (c)(10), (d)(3), (e)(2), (e)(4), or (e)(5) is presumed to be in
violation until such time as that documentation is provided.
MM SURFACE ELEVATION - means the height, in relation to the National
Geodetic Vertical Datum (NGVD) of 1929 (or other datum, where specified), of
floods of various magnitudes and frequencies in the flood plains of coastal
or riverine areas.
100 L- -r PAG E A
a.
.w .
1
ARTICLE 3
GENERAL PROVISIONS
C7
SBCZffii A. LANDS 70 MICH THIS OMW OR= APPLUS
The Oourt order shall apply to all areas of special flood hazard within the
jurisdiction of Brazos County (unincorporated areas)*
(local unit)
SECTION B. BASIS FOR BSTABLISHI[~ THE AREAS OF SPECIAL FWW HAZARD
The areas of special flood hazard identified by the Federal F)mergency
Management Agency on its Flood Hazard Boundary Map (FHBM), Community No.
481195, dated October 18 1977, and any revisions thereto are hereby adopted
b re erenoe and declared to a part of this Court Order.
SECTION Co ES RA.t LMGM OF DEVEIDPMTT PERMIT
A Development Permit shall be required to ensure conformance with the
provisions of this Court Order.
SECTION D. COMPLIANCE
No structure or land shall hereafter be located, altered, or have its use
changed without full compliance with the terms of this Court Order and other
applicable regulations.
SECTION B. ABROGATION AMID GFER ffit RBSIRICTIQ$
This Court order is not intended to repeal, abrogate, or impair any existing
easements, covenants, or deed restrictions. However, where this Court order
and another conflict or overlap, whichever imposes the more stringent
restrictions shall prevail.
•
•
SECTION F. IIItBRPRETATION
In the interpretation and application of this Court Order, all provisions
shall bet (1) considered as minimum requirements; (2) liberally construed in
favok of the governing body; and (3) deemed neither to limit nor repeal any
other powers granted under State statutes.
SECTION G. SING AND DISCLADM OR LIABILITY
The degree of flood protection required by this Court Order is considered
reasonable for regulatory purposes and is based on scientific and
engineering considerations. On rare occasions greater floods can and will
occur and flood heights may be increased by man-made or natural causes.
This Court order does not imply that land outside the areas of special flood
hazards or uses permitted within such areas will be free from flooding or
flood 'damages. This Court Order shall not create liability on the part of
the caRmunity or any official or employee thereof for any flood damages that
result from reliance on this Court order or any administrative decision
lawfully made thereunder.
I
6
VOL PAGE _ 9.0- i
i
ARTICEE 4
AURDUSIRA'1ICH
SECTION A. DESIGMION OF THE FMOWUUN AQIINISTREM
The Count Engineer is hereby appointed the Floodplain Adminstrator to
administer an Implement the provisions of this Court Order and other
appropriate sections of 44 CFR (National Flood Insorance Program
Regulations) pertaining to flood plain management.
SEMCN B. DIMES i RESPONSIBILITIES OF THE FLOODPLNIN AMINIS RAIM
Duties and responsibilities of the Floodplain Administrator shall include,
but not be limited to, the following:
(1) Maintain and hold open for public inspection all records
pertaining to the provisions of this Court Order.
'(2) Review permit applications to determine whether proposed building
site will be reasonably safe from flooding.
(3) Review, approve or deny all applications for development permit
required by adoption of this Court Order.
(4) Review permits for proposed development to assure that all
necessary permits have been obtained from those Federal, State or local
governmental agencies (including Section 404 of the Federal Water Pollution
Control Act Amendments of 1972, 33 U.S.C. 1334) from which prior approval is
required.
(5) *ere interpretation is needed as to the exact location of the
boundaries of the areas of special flood hazards (for example, where there
appears to be a conflict between a mapped boundary and actual field
conditions) the Floodplain Administrator shall make the necessary
interpretation.
(6) Notify', in riverine situations, adjacent communities and the
State Coordinating Agency which is the Texas Water Commission , prior to
any alteration or relocation of a watercourse, and submit evidence of such
notification to the Federal Emergency Management Agency.
(7) Assure that the flood carrying capacity within the altered or
relocated portion of any watercourse is maintained.
(8) When base flood elevation data has not been provided in
acccoQrdance with Article 3, Section Be the Floodplain Administrator shall
obtain, review and reasonably utilize any base flood elevation data and
floodway data available from a Federal, State or other source, in order to
administer the provisions of Article 5.
(9) When a regulatory floodway has not been designated, the Floodplain
Administrator must require that no new construction, substantial
improvemments, or other development (including fill) shall be permitted
within zones Al-30 and AE on the community's FIRM, unless it is demonstrated
that the cumulative effect of the proposed development, when oombined with
all other existing and anticipated development, will not increase the water
surface elevation of the base flood more than one foot at any point within
the community.
i VOL._-P/AGE--~~
7
•
S=CI N C. PER= S5C rpm [is"
AMC
•r I
lJ
f
I
(1) Application for a Development Permit shall be presented to the
Floodplain Administrator on forms furnished by him/her and may include, but
not be limited to, plans in duplicate drawn to scale showing the location,
dimensions, and elevation of proposed landscape alterations,existing and
proposed structures, and the location of the foregoing in relation to areas
of special flood hazard. Additionally, the following information is
required:
a., Elevation (in relation to mean sea level), of the lowest floor
(including basement) of all new and substantially improved structures;
b. Elevation in relation to mean sea level to which any nonresidential
structure shall be floodproofed;
c. A certificate from a registered professional engineer or architect
that the nonresidential floodproofed structure shall meet the floodproofing
criteria of Article 5, Section B(2);
d. Description of the extent to which any watercourse or natural
drainage will be altered or relocated as a result of proposed development.
e. Maintain a record of all such information in accordance with Article
4, Section (B)(1).
(2) Approval or denial of a Development Permit by the Floodplain
Administrator shall be based on all of the provisions of this Court order
and the following relevant factors:
a. ,'fie danger to life and property due to flooding or erosion damage;
b. Jhe susceptibility of the proposed facility and its contents to flood
damage and the effect of such damage on the individual owner;
c. The danger that materials may be swept onto other lands to the injury
of others;
I
d. The compatibility of the proposed use with existing and anticipated
development;
le. The safety of access to the property in times of flood for ordinary
and emergency vehicles;
f. The costs of providing governmental services during and after flood
conditions including maintenance and repair of streets and bridges, and
public utilities and facilities such as sewer, gas, electrical and water
systems;
g. The expected heights, velocity, duration, rate of rise and sediment
transport of the flood waters and the effects of wave action, if applicable,
expected at the site;
h. The necessity to the facility of a waterfront location, where
applicable;
L. The availability of alternative locations, not subject to flooding or
erosion damage, for the proposed user
- J. '7he relationship of the proposed use to the comprehensive plan for
that area.
e
VOL 7' PAG
r
N ~
L'
SE)MON D. VARIANCE PPOCEDURES
(1) The Appeal Hoard as established by the community shall hear and render
judgement on requests for variances from the requirements of this Court
Order.
(2) Tfie Appeal Hoard shall hear and render judgement on an appeal only when
it, is alleged there is an error in any requirement, decision, or
determination made by the Floodplain Administrator in the enforcement or
administration of this Court Order.
(3) Any person or persons aggrieved by the decision of the Appeal Hoard may
appeal such decision in the courts of canpetant jurisdiction.
(4) the Floodplain Administrator shall maintain a record of all actions
involving an appeal and shall report variances to the Federal Emergency
Management Agency upon request.
(5) Variances may be issued for the reconstruction, rehabilitation or
restoration of structures listed on the National Register of Historic Places
or the State Inventory of Historic Places, without regard to the procedures
set forth in the remainder of this Court Order.
,
(6) Variances may be issued for new construction and substantial
improvements to be erected on a lot of one-half acre or less in size
contiguous to and surrounded by lots with existing structures constructed
below the base flood level, providing the relevant factors in Section C(2)
of this Article have been fully considered. As the lot size increases
beyond the one-half acre, the technical justification required for issuing
the variance increases.
(7), Upon consideration of the factors noted above and the intent of this
Court Order,the Appeal Hoard may attach such conditions to the granting of
variances as it deems necessary to further the purpose and objectives of
this Court Order (Article 1, Section C).
(8) Variances shall not be issued within any designated floodway if any
increase in flood levels during the base flood discharge would result.
(9) Prerequisites for granting variances:
a. Variances shall only be issued upon a determination that the
variance is the minimum necessary, considering the flood hazard, to afford
relief.
b. Variances shall only be issued upon, (i) showing a good and
sufficient cause; (ii) a determination that failure to grant the variance
would result in exceptional hardship to the applicant, and (iii) a
determination that the granting of a variance will not result in increased
flood heights, additional threats to public safety, extraordinary public
expense, create nuisances, cause fraud on or victimization of the public, or
conflict with existing local laws or ordinances.
c. Any application to wham a variance is granted shall be given
written notice that the structure will be permitted to be built with Che
lowest floor elevation below the base flood elevation, and that the cost of
flood insurance will be vommensurate with the increased risk resulting from
the reduced lowest floor elevation.
(10) Variances may be issued by a community for new construction and
substantial improvements and for other development necessary for the conduct
of a functionally dependent use provided that (i) the criteria outlined in
Article 4, Section D(1)-(9) are met, and (ii) the structure or other
development is protected by methods that minimize flood damages during the
base flood and create no additional threats to public safety.
END OF AIMCLE 4
9
VOL -r - RAG 451
to * _
~.p~'r ~BTOVI EM Pat MW HAMM IM M~4ON
STlNIDRRDS
In all areas of special flood hazards the following provisions are required
for all now construction and substantial improvementsi
(1) All new construction or substantial improvements shall be designed
(or modified) and adequately anchored to prevent flotation, collapse or
lateral movement of the structure resulting from hydrodynamic and
hydrostatic loads, including the effects of buoyancyi
(2) All new construction or substantial improvements shall be
construction by methods and practices that minimize flood damage;
(3) All new construction or substantial improvements shall be con-
strubted with materials resistant to flood damage;
(4) All new construction or substantial improvements shall be
oon trudted with electrical, heating, ventilation, plumbing, and air
conditioning equipment and other service facilities that are designed and/or
located so as to prevent water from entering or accumulating within the
components during conditions of flooding.
(5) All new and replacement water supply systems shall be designed to
minimize or eliminate infiltration of flood waters into the system;
(6) New and replacement sanitary sewage systems shall be designed to
minimize or eliminate infiltration of flood waters into the system and
discharge from the systems into flood watersi and,
(7) (n-site waste disposal systems shall be located to avoid impair-
ment to them or contamination from them during flooding.
•
SHCTIQ] B. SPECIFIC STAB
In all areas of special flood hazards where base flood elevation data has
been provided as set forth in (i) Article 3, Section B, (ii) Article 4,
Section B(B), or (iii) Article 5, Section C(3), the following provisions are
required:
(1) residential Construction - new construction and substantial
improvement of any residential structure shall have the lowest floor
(including basement), elevated to or above the base flood elevation. A
registered professional engineer, architect, or land surveyor shall submit a
certification to the Floodplain Administrator that the standard of this
subsection as proposed in Article 4, Section C(1)a., is satisfied.
•
(2) Nonresidential Construction - new construction and substantial
improvements of any commercial, industrial or other nonresidential structure
shall either have the lowest floor (including basement) elevated to or above
the base flood level or, together with attendent utility and sanitary
facilities, be designed so that below the base flood level the structure is
watertight with walls substantially impermeable to the passage of water and
with structural components having the capability of resisting hydrostatic
and hydrodynamic loads and effects of buoyancy. A registered professional
engineer or architect shall develop and/or review structural design,
specifications, and plans for the construction, and shall certify that the
design and methods of construction are in accordance with accepted standards
of practice as outlined in this subsection. A record of such certification
which includes the specific elevation (in relation to mean sea level) to
which such structures are floodproofed shall be maintained by the Floodplain
Administrator.
10
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VOL PAGE_.e_L7_
F
(3) Enclosures - new construction and substantial improvements, with
fully enclosed areas below the lowest floor that are subject to flooding
shall be designed to automatically equalize hydrostatic flood forces on
exterior walls by allowing for the entry and exit of floodwaters. Designs
for meeting this requirement must either be certified by a registered
professional engineer or architect or meet or exceed the following minimum
criterias
, a. A minimum of two openings having a total net areai of not less
than one square inch for every square foot of enclosed area subject to
flooding shall be provided.
b. The bottom of all openings shall be no higher than one foot
abode grade.
c. Openings may be equipped with screens, louvers, valves, or other
coverings or devices provided that they permit the automatic entry and exit
of 'floodwaters.
(4) Manufactured Hanes -
a. Require that all manufactured homes to be placed within Zone A,
shall be installed using methods and practices which minimize flood damage.
For the purpose of this requirement, manufactured homes must be elevated and
anchored to resist flotation, collapse, or lateral movement. Methods of
anchoring may include, but are not limited to, use of over-the-top or frame
ties to ground anchors. This requirement is in addition to applicable State
and local anchoring requirements for resisting wind forces.
b. All manufactured homes shall be in compliance with Article 5,
Section B (1).
C. Require that all manufactured homes to be placed or
substantially improved within Zones Al-30, AH and AE on the oonmunity-s FIRM
be elevated on a permanent foundation such that the lowest floor of the
manufactured home is it or above the base flood elevations and be securely
anchored to an adequately anchored foundation system in accordance with the
provision of Section B(4) of this Article.
SECTION C. STANDARDS FOR SUBDIVISION PROPOSALS
(1) All subdivision proposals including manufactured home parks and
subdivisions shall be consistent with Article 1, Sections B, C, and D of
this Court Order.
(2) All proposals for the development of subdivisions including
manufactured home parks and subdivisions shall meet Development Permit
requirements of Article 31 Section C1 Article 41 Section C1 and the
provisions or Article 5 of this Court Order.
(3) Base flood elevation data shall be generated for subdivision
proposals and other proposed development including manufactured hone parks
and subdivisions which is greater than 50 lots or 5 acres, whichever, is
lesser, if not otherwise provided pursuant to Article 3, Section B or
Article 4, Section B (8) of this Court Order.
(4) All subdivision proposals including manufactured have parks and
subdivisions shall have adequate drainage provided to reduce exposure to
flood hazards.
(5) All subdivision proposals including manufactured home parks and
subdivisions shall have public utilities and facilities such as sewer,gas,
electrical and water systems located and constructed to minimize or
eliminate flood damage.
END OF ARITCLB 5
11
i PAGE-
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C7
CEMPICAMN
It is hereby found and declared by Brazos Count that severe flooding has
(loco unit)
occyrred in the past within its jurisdiction and will certainly occur within
the,futurei that flooding is likely to result in infliction of serious
• personal injury or death, and is likely to result in substantial injury or
destrucEion of property within its jurisdictions in order to effectively
comply with minimum standards for coverage under the National Flood
Insurance Programs and in order to effectively remedy the situation
described herein, it is necessary that this Court order become effective
immediately.
Therefore, an emergency is hereby declared to exist, and this Court Order,
being necessary for the immediate preservation of the public peace, health
and safety, shall be in full force and effect from and after its passage and
approval.
Adopted this 18 day of 1987.
APPWV® County Judge
' 4y- Commissioner, Pct. 1
Commissioner, Pct. 2
ABSENT Commissioner, Pct. 3
/ issioner, Pct. 4
CE MPICATE
It the undersigned, Frank Boriskie , do hereby certify that the above is a
true and correct copy o a Court Order duly adopted by the Commissioner's
Court of Brazos County , at a regular meeting duly convened on
PA
Fran Bo , County er
Brazos County, Texas
•
i
(SEAL)
12
r
ym 4
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1
I' FOOD CoppMESION for BID REQUEST N0. 87-386
OCTOBER A ND11E149FR 1987
*aTE SNAN
EST.
OESCRnmam
TOTAL
UNIT
rnm
QTY.
UNITS OF UNIT
UNITS
PRICE UNITS
PRICE
1
4
6 110 c"
24
1 8.88
6
1.480 +
I' 2
4
5 110 crap
24
1 15.76
6
2.627
3
4
6 110 cero
24
1 9.55
6
1.592
4
4
6 110 cabs
24
1 13.42
6
2.237
5
4
6 110 tarn
24
1 15.52
6
2.587
7
4
6 110 cans
24
1 12.55
6
2.092
8
4
6 110 pro
24
1 19.40
6
3.233
9
4
6 110 tern
24
1 12.53
6
2.088 +
10
4
6 110 pro
24
1 21.49
6
3.5B2
14
B
364 oz 12/2 lb.
2304
1 14.55
384
0.038 oz `
17
4
2 10 lb.
8
1 5.88
2
2.940
18
4
2 10 lb.
B
1 8.42
1
4.210 +
19
2
624 oz 24/25 oz.
1248
1 5.15
624
0.008 oz
20
4
60 12/5 lb.
240
1 23.54
60
0.52 lb
21
2
2000 ct 112000 ct.
4000
1 7.60
2009
0.004 ct
22
4
4 1 gal.
16
1 10.24
4
2.560
24
1
8 1 pint
8
1 5.42
1
5.42091
25
1
1 2/1250 ct.
1
1 12.40
1
12.400 ct
26
2
1 1 lb.
2
1 4.50
1
4.500
27
1
16 oz 1 lb.
16
1 4.00
16
0.250 oz
28
2
16 oz 1 lb.
32
1 3.44
16
0.215 oz
29
1
1 1 lb.
1
1 6.19
1
6.190
30
1
16 oz 1 lb.
16
1 4.14
16
0.259 oz
31
1
1 1 lb.
1
1 3.25
1
3.80
32
1
1 1 lb.
1
1 5.55
16
0.347 oz
33
1
16 oz 1/1 1b.
16
1 3.95
16
0.247 oz
34
1
16 as 1/1 lb.
16
1 3.99
16
0.222 oz
35
4
6 Ito cros
24
1 12.76
6
2.127
37
1
1 25 lb.
1
1 2.86
1
2.860
38
1
1 8 lb.
1
1 3.94
1
3.940
39
2
6 110 tern
12
1 16.27
6
2.712
40
10
1 1 gel.
10
1 2.85
1
2.650 `
41
4
1 1 gel.
4
1 1.38
1
1.380
42
12
1 1 gel.
12
1 3.07
1
3.070 `
43
12
1 1 gel.
12
1 2.55
1
2.550
44
3
240 oz 6/40 oz.
720
1 27.90
480
0.058 oz s
45
24
360 oz 12/30 oz.
8540
1 13.89
360
0.05 oz `
48
4
6 66.5 oz.
24
1 31.58
6
5.263
51
4
125 oz 84/1.5 oz.
S04
1 20.67
96
0.215 oz
EXTENDED E7CLEPTI01
COST TO UNIT
35.52
63.04
38.20
53.68
62.08
50.20
77.60
50.12
85.96
87.30
23.52 2/10 lb.
33.68 2110 lb.
10.30
94.16 12/5 lb.
15.601/2000 ct.
40.96
43.35
12.40 2/1250 ct.
9.00
4.00
6.88
6.19
4.14 111 lb.
3.8
0.35
3.95
3.55 1/18 oz.
51.04
2.86
3.94
32.54
28.50
5.52
35.84
30.60
41.85 6/5 lb.
333.35
126.32
108.52 54/1.5 oz.
sv
PRICE
UNITS
UNIT
PRICE
10.60
6
1.767
14.48
6
2.413 `
9.90
6
1.650
13.12
6
2.187
14.39
6
2.398
12.61
6
2.102
48.63
6
3.105
13.87
6
2.312
20.61
6
3.45
14.60
384
0.038 oz
5.41
2
2.705 +
4.25
1
4.250
4.62
624
0.007 oz `
8.67
60
0.145 lb `
7.44
2000
0.004 ct `
9.91
4
2.478
4.34
1
4.34091-
12.12
1
12.120 +
4.29
1
4.290 +
3.06
16
0.191 oz `
2.87
18
0.159 oz `
2.60
1
2.600 `
3.01
18
0.167 oz e
2.60
1
2.6DO e
4.8
13
0.327
3.18
18
0.177 oz `
2.65
16
0.166 oz `
13.30
6
2.217
2.84
1
2.840
3.07
1
3.070
14.01
6
2.35 `
3.09
1
3.090
1.40
1
1.400
3.90
1
3.900
2.50
1
2.500
33.01
480
D.0S9 oz
14.02
360
0.039 oz
8.88
6
4.980 +
32.28
192
0.168 oz +
EXTENDED EXCEPTION
COST TO UNIT
42.40
57.92
39.60
WAS
57.56
50.44
74.52
55.48
62.44
87.60
21.64 2/10 lb.
34.00 1/10 lb.
9.24
34.68 12/5 lb.
14.88 112000 ct.
5.64
34.72
12.12 211250 at.
6.58
3.06
5.10 1/18 oz.
2.60
2.68 1/18 oz.
2.60
0.33 1/13 oz.
2.83 1/18 oz.
2.5
53.20
2.64
3.07
26.02
30.90
5.60
46.80
30.00
49.52 6/5 lb.
336.48
119.52
84.74 12811.50z
FROSTEX
PRICE UNITS
UNIT
PRICE
1
9.49
6
1.582
1
15.79
6
2.632
1
8.79
6
1.465
`
1
11.79
6
1.955
`
1
13.39
6
2.232
`
1
11.95
6
1.992
+
1
17.69
6
2.946
1
12.59
6
2.096
1
20.52
6
3.420
1
26.19
384
0.073 oz
1
5.89
2
2.945
1
4.53
1
4.530
1
5.89
624
0.009 oz
1
19.53
60
0.326 lb
1
8.29
2000
0.004 ct
1
11.79
4
2.948
1
5.69
1
5.69091
1
12.19
1
12.190
1
4.69
1
4.690
1
3.34
15
0.223 oz
1
3.87
18
0.215 oz
1
3.97
1
3.970
1
3.57
14
0.25 oz
1
2.79
1
2.790
1
4.53
15
0.302 oz
+
1
3.49
18
0.194 oz
1
3.49
19
0.164 oz
1
12.21
6
2.05
1
2.59
1
2.990
`
1
2.99
1
2.990
`
1
14.77
6
2.462
1
2.97
1
1.970
1
1.85
1
1.850
1
4.39
1
4.390
1
2.38
1
2.380
+
1
31.29
480
0.065 oz
1
14.21
360
0.040 oz
1
29.97
6
4.995
1 49.97 225 0.222 oz
EXTENDED EX;EPTMN
COST TO UNIT
37.96
63.16
35.18
47.16
53.58
47.80
70.76
50.38
62.08
169.14
23.55 2/10 lb.
5.24 1/10 lb.
11.78
78.12 6/10 lb.
16.58 1/20W ct.
47.16
45.52
12.19 2/180 ct.
9.38
356 1/15 oz.
6.881/16 oz.
3.97
4.08 1/14 oz.
2.79
0.51/15 oz.
3.10 1/18 oz.
2.94 1/19 oz.p
46.84
2.99
2.99
29.54 ~s
29.70
7.40
52.68
28.56
45.94 6/110 can( I
342.48
119.68
111.93 150/1.5
,
I= c
I ~
i 9]D RE's'
FOOD COMPARISION for BID REQUEST NO. 87-388
1` G
r
G
i
i
a
C
1
I
j
}
k 1
a
l
k
g
OCTOBER 8 NOVEMBER 1987
WHITE SWAN
sysm
FROSTEX
EST.
ME" IPTION TOTAL
UNIT
EXTENDED EXCEPTION
UNIT
EXTENDED OPTION
UNIT
ITEM
QTY.
UNITS OF UNIT UNITS
PRICE UNITS
PRICE
COST TO UNIT
PRICE
UNITS
PRICEW
COST TO UNIT
PRICE UNITS
PRICE
52
1
72 oz 24/3 oz.
72
1 5.50
48
0.115 oz
8.25 48/1 oz.
1
11.53
96
0.120 oz
8.55 95/1 oz.
1
9.89
96
0.103 oz '
53
2
S04 oz 12/42 oz.
1008
113.9D
504
0.028 oz '
27.80
I
12.45
336
0.037 oz
37.35 8/42 oz.
1
13.96
336
0.042 oz
57
2
500 ct 500/2 pk
1000
1 8.00
500
0.016 ct '
16.00
1
9.97
500
0.020 ct
19.94
1
10.39
500
0.021 ct
58
1000
1 ct 10/100 ct
1000
1 10.80
1000
0.011 ct a
10.80
1
11.05
1000
0.011 ct
11.05
1
11.59
1000
0.012 ct
61
8
16 lb 1/16 lb.
128
1 5.19
8
0.649 lb
83.04 1/B lb.
I
4.25
8
0.531 lb •
68.00 1/8 lb.
1
14.24
24
0.593 lb
62
8
16 lb 1/16 lb.
128
1 5.19
8
0.649 lb
83.04 1/8 lb.
1
6.30
10
0.630 lb
80.64 1/10 lb.
1
14.24
24
0.593 lb '
63
1
1 18 in x 1000ft
1
1 21.72
0.5
43.440
43.44 18 in x500 ft
I
16.70
0.5
33.400
33.40 18 in x 500 ft 1
28.79
1
28.790 '
64
1
1 18 in x 1000ft
1
1 7.00
1
7.000
7.00 18 in x1000 ft
1
9.23
1
9.230
9.23 18 in x 2000 ftl
6.79
2
4.395 '
67
B
1000 ea 40/25's/6 oz
B®
1 9.03
1000
0.009 es '
72.40
1
9.45
1000
0.009 ea
75.60 20/50's/6 oz.
1
9.63
1000
0.010 ca
68
8
1000 ea 40/25'x/8 oz
8000
1 10.86
1000
0.011 so '
86.88
1
10.94
1000
0.011 as
67.52 20/50's/8 oz.
1
11.28
1000
0.011 p
69
3
1 1000
3
1 9.70
1
9.700
29.10
1
8.49
1
8.490 '
25.47
1
9.19
1
9.190
70
1
1 ?
1
1 1951
1000
0.020 ea 0
0.02 1/1000
1
10.62
500
0.022 ea •
0.02 10/50's
1
23.95
1000
0.024 ea •
71
4
6 1 gal.
24
1 4.22
6
0.703
16.88
1
4.30
6
0.717
17.20
1
4.19
6
0.698 •
81
1
500 50011/6 BRL
500
1 18.00
500
0.035 an
18.00
1
16.51
500
0.033 ea '
16.51
1
25.69
SOD
0.051 a
62
2
50D 1/500 16 gal.
1000
1 18.58
1000
0.019 ea
18.58 1000 each
1
16.31
1000
0.018 ea •
16.31 1000 ct
1
10.99
SOD
0.022 as
83
2
2DO 1/20D 55 gal.
400
1 14.40
200
0.072 ea
28.80 200 each
1
13.30
200
0.057 ea *
26.60
1
7.05
100
0.071 es
84
4
30 1's
120
1 17.35
30
0.578
69.40
1
13.64
30
0.455 '
54.56
1
14.79
30
0.493
85
1
4400 ea 1/4400 ct
4400
1 12.28
4400
0.003 ea 0
12.28
1
13.31
4400
0.003 a
13.31
1
19.06
4004
0.005 an
66
1
5000 5/1000's/.D5oz
5000
120.01
5000
0.004 ea
20.01
1
15.10
5000
0.003 ea •
15.10
1
19.89
5OOD
0.004 ea
82
2
1 pch
2
1 1.90
1
1.900
3.80
1
1.78
1
1.780 •
3.56
1
3.19
1
3.190
93
2
1 eadh
2
1 2.90
1
2.900
5.80
1
2.11
1
2.110 •
4.22
1
3.04
1
3.040
•
16
•
29
•
OCTOBER 6 NOY36M 1987 TOTALS
$2.382.19
$2.248.70
I!
a-
• r.
,y
r~
EXTENDED EXCEFU
COST TO UN4
7.42 95/1 oz43
41.88 8/42 oz<,
20.78
11.S9 100.'/2.5
75.93 3/8 lb.
75.95 3/8 lb.
28.79 16 in x 1
4.40 18 in x
77.04
90.24 j
27.57
0.02 1000/12oq~.
16.76 vv
25.69
21.98
28.20 100 at.
59.16
20.95 4004 ct.
19.89
6.36
6.08
17
$2,455.53
0 0 is
1
I
® FAMUEST W. 87-M MJL 80A0 5Id SAD S= PMT COMIRCI
1907 •
Est.
M,d-Olio
Itld-O+io
pas
Ito Oga+ot:on
Chit
Oty. UhLt Price
Total Pr!=
Unit Price
1 Rignt Turn x3r
on.
10
17.29 •
172.9
23.35
2 Left ;umn 31'x10'
w.
10
1722 •
1729
23.3
3 Stoo Sias 30"
a.
20
18.29 0
325.30
19.35
4 Stop Sias 3'
a.
10
23.38
234.:0
19.9 •
5 3too Ahead Wx311'
a.
S
17o25*
98.25
34-
@ 4i9st Cave 30430•
w.
S
17.25 •
0.25
23-4
7 Left Maw 30'x30'
a.
S
17.25 •
8Q.3
23.05
a Left SLsgla Arrow 190324'
M.
5
22.00
110.30
28.00
9 yarding RMW Left I1rx30'
a.
S
17.25 •
811.25
23.35
10 lli dim 4ssad 419a 3!'x30'
010.
S
17.25 0
88.25
23.39
11 Large Damao Arwe kr324•
a.
S
22.08
110.40
Isom •
12 b Turn Arawd 3fh10'
w.
5
17.25 •
88.25
34.8
13 Rand Edda -rte 24424•
a.
5
11.00 •
SS.20
34-
14 loses OrawL 3'4M•
a.
S
17.25 •
9025
22.20
15 Fresh 0!131}'x30'
a.
S
iT25 0
98.25
22.20
18 CO art - I 3rSv
a.
S
17.8 '
w.8
22.M
17 Md;ht LLaL: 3 Too 18'x20'
a.
S
8.29 •
41.40
18.75
18 yeignt Limit 5 Tons 18'x2A'
a.
10
9.28 •
02.80
19.75
19 L'aft 10 Tom 19'x24•
a.
20
8.239
1652-w
19.75
20 -Ai •L slit iS Too 19'x20
a.
10
8.8 •
82-M
le. -S
21 iaUpt Lissit Sav= Toro 24'x3'
a.
is
18.3 •
248.40
22.90
22 'b 'hratO Tnsio oar >fl= Toro 24"x3'
a.
10
111.m •
185.50
229
23 3e-dp laxrsr :Mjoct 'hrwr) 12"x3"
M.
5
9.29 •
41.40
129
24 •arssas 5'x12'
W.
IOO
1.3 •
275.M
1.70
15 Uad Umit 31!x24'
w.
S
8.8 0
41.40
11.34
28 Sneed Limit 31 2043'
a.
S
13.30 •
9=
19.20
27 had Limit 35 24'010'
a.
S
13.30 0
9.v0
19.2w
29 Sped Last 20 245 MM
a.
S
13.3 •
69.E
19.20
29 Steed Limit 8 246x37'
a.
5
13.90 •
119.E
19.2w
3a :pad Unit 4S 245x10'
a.
IO
13.9 •
276.3
19.20
31 30'IL> U PaOdngll'xlr
M.
10
4.14 •
41.40
8.35
32 Tield 3' dLa.
a.
10
24.34
248.40
15.93 0
33 is 7xnoirsg ALlard 24'x3'
a.
10
13.:0
138.~
11.35 •
34 MCI= Asad 375x,'3'
a.
5
17.25 •
88.8
81.9
35 as Csild:as at clay ie'xz4•
a.
5
8.29 •
41.40
13.23
35 Rail-road Cros" 35' dia.
a.
S
24.34 •
124.20
34.55
TWAL FOR S3s
S4.34.70
37 Sign Post as a Unit as. SCO O.CO
35 54-1 Most Base u. :OC O.CO
39 Sabiani:ed Retairsr Strap u. SG1 O.CO
4C Sign Post -10 foot a. 500 0.W
! TOM FOR S= PETS AS A UNITS
P8l
SA-90
SA-BO
Total Pdts Limit Price TotaL Price
233.9
0.00
Cow
231.:0
0.00
Clow
397.=
O.W
w.W
195=
0.00
O.OD
173.15
Clow
O.Ml
117.25
Clow
0.00
11720
0.00
0.00
140.00
0.00
Clow
117.25
Clow
0.W
11TIS
Oo0
Clow
20.20
Clow
0.00
17125
Ow
000
171.8
0.00
0.00
111.00
Clow
Clow
11100
0.00
O.W
i11o0
O.OO
Clow
93.75
0.00
Clow
197.9
0.00
Oo0
375.=
0.00
0.00
187.9
0.00
Clow
342.=
0.00
Oo0
229-M
0.00
Clow
1119
Clow
Oo0
340.=
0.00
0.00
56.:0
Clow
0.00
90.E
Oo0
0.M
1111-Ml
000
O.CO
95.=
Oo0
0.00
98.9
0.00
O.CO
384.00
Dow
0o0
88.9
Clow
Oo0
159.9
0.00
0.00
113.9
0.00
0.00
317.:17
Clow
O.W
1111.15
0.00
O.DO
173.25
Clow
0.00
$11.133.10 50.21
19110
23.31lOdstas Ped.iua
19.25 dhddrs e ! Traffic 51"
27.72
0.0D Pass Price Barrieads
23.3 ad Ugn Co.
23.'.0
30.25 39.40s largos! Sori1
23.30
23«10
30.25 OwLbw r -
3S2S Rld-Ohio: 1Q-M days
]S.8 Pals 7 days
0.00 311.818 48 4e~a
o.ww
0.00
111.70 I111d4lia!a gigs ate
18.70 52.78 per squaws foot.
18.70
1IL70
18.70
21.95
11.22
2.84
11.22
10.70 ' 0 't" la Itw
18.70
18.70
19.70
0.00
0.00
0.00
21.45
30.8
14.38
32.17
o.M
18.40
9,2==
18.58
e.280.C0 •
19.'.3 P88 rsgtdra a ore-tiw
0.M
4.77
21:95.:.0
3.91
11955-M •
340 delivery an sign pats
a-M
5.39
2.930.22
5.9
21S0.M •
e.= (f 37.3._9.40)
Ow-0
13.53
8.315.za
10.18
5.080.00 •
10.00
SO-JO
59.MO-M
58.80.00
a
a
O
;I
K1
I
7"4~'nVt.i /1`^^4~'~~P'~--'~•'l~Rfi.-.., a.1~'[►.+~;-^r'~Tr'r, ..n-.r r.+.~1ta+.~'M.iS~'A'~1~i-S=am t ~ _~iK-_y M1!v
r
THE STATE OF TEXAS
COUNTY OF BRAZOS
•
U
ORDER RELOCATING POLLING PLACE
r
WHEREAS there exists at the present time one certain polling
place which is no longer availabe in which to hold an election; and
-WHEREAS the polling place for voting precinct 5 was located in
the Fellowship Hall on Tabor Raod, Bryan, Texas; and
WHEREAS the building in which elections have been conducted
has been demolished; and
WHEREAS the owner of the building has indicated that there are
no plans in the near future to reconstruct the building; and
WHEREAS the Commissioners Court is desirous of permanently
relocating the polling place of voting precinct 5 approximately five
(5) miles away which is more centrally located in the precinct; Now,
therefore
BE IT ORDERED, ADJUDGED AND DECREED BY THE COM14ISSIONERS COURT
OF BRAZOS COUNTY, TEXAS, that the polling place for voting precinct
5 be and is, permanently located in the New Bethlehem Baptist Church
on Farm to Market Road 2776 effective this the 28th day of
September, 1987.
ADOPTED this 28th day of September, 1987.
J. Ho een, Co$hty JUdge
/0, 1 /j - /00"I
r 951M e , Catmiss ner, Pct.'
Walter Wilcox, Commissioner, Prec
bsent
Billy Beard, Commissioner, Precinct 3
r
Milton 'Turner, Cmmissioner, Precinct 4
vol.__~aG E Q 63