HomeMy WebLinkAbout1967-01-09 Regular Meeting1,
L�
MINUTES - REGULAR MEETING
OF THE
LA POPTE CITY COMMISSION, LA PORTE, TEXAS
January 9, 1967
7:00 P.M.
MEMBERS OF THE COMMISSION PRESENT: Mayor H. P. Pfeiffer, Commissioners
W. A. Stabs, Jr., Lois J. Compton, Russell Shepherd, and Charles
D. Boyle.
MEMBERS OF THE COMMISSION ABSENT: None
OTHER CITY OFFICIALS PRESENT: City Attorney Knox W. Askins, City Engineer
H. Carlos Smith, Chief of Police H. F. Freeman, and City Clerk
Marilyn Kelley.
PRESIDING: Mayor Pfeiffer.
1. Minutes of the regular meeting of December 19, 1966 were approved
as written.
2. Bids were received for the purchase of an auxiliary power unit.
(See Exhibit No. 1). Commissioner Boyle made a motion, seconded
by Commissioner Stabs, that the bids be tabled for tabulation.
Motion carried.
3. The Commission received bids for the street paving project.
(See Exhibit No. 2). Commissioner Compton made a motion, seconded
by Commissioner Boyle, that the t.>ids be tabled for tabulation.
Motion carried.
4. Mr. Norman Staashen state: that he has a large water bill, and
does not feel that the adjustment , as authorized by policy is
fair. After considerable discussion, it was agreed that Mr.
Staashen will be allowed the normal adjustment plus discounts.
5. A motion was made by Commissioner Stabs, and seconded by
Commissioner Compton, that the Mayor and City Clerk be authorized
to execute and deliver a release of paving lien to the Community
Church, when the required amount of money has been placed in
escrow with the title company.
6. The Commission discussed the proposed "Spenwick Place Municipal
Utility District". Action was tabled until we receive a request
for approval to form said District.
7. A motion was made by Commissioner Stabs, and seconded by
Commissioner Shepherd and carried, that the following accounts
payable be approved:
Houston Natural Gas Corp. 761.34
Gulf Oil Corporation 124.39
Gulf Oil Corporation 124.39
Joe Camp Motors 4,199.58
8. Commissioner Compton made a motion, seconded by Commissioner
Shepherd, that the purchase of 200 tons of stone @ 2.72,
from Texas Crushed Stone Company, be approved. Motion carried.
9. A motion was made by Commissioner Stabs, and seconded by Commissioner
Compton, that Taxi Permit No. 18, La Porte Taxi Company, for the
year of 1967, be approved. Motion carried.
10. Commissioner Compton made a motion, seconded by Commissioner
Stabs, that thepurchase of 16 used Neo-Flasher units, @ 12.50,
FOB La Porte, be approved. Motion carried.
11. The City tngineer presented a rough estimate of the cost of
installing water and sewer lines to Block 124, La Porte.
Sewer Lines $1,742.00
Water Lines 7,310.00
Meter 275.00
$9,327.00
Commissioner Boyle made a motion, seconded by Commissioner Stabs,
the the City assume one-half the cost of the installation, with
the developer assuming the other one-half. Motion carried.
C7
THERE BEING NO FURTHER BUSINESS AT HAND,
ADJOURNED.
ATTEST:
MARILYN KELLEY
CITY CLERK
THE MEETING WAS
H. P. PFEIFF
MAYOR
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TOTAL
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UN4 PRtU- ICE
PPR 0 X. oUNIT TO-T TOTAL T-�OTAL
PRICE
IT TOTA�
DESCRIPTION PRICE
'.QUANTITY PRICE - -1 --- - -.. I - -,:ff .- I I" 117�ri-4:.�*- NO.
q%W moo, It *W. r
0. C-
V-4 *-oo 400.00 6.32
z. 6. t5 054 95
�o
ent
Rovem. with Cu r bts. 6.50 '62 400.
'84
00. G.
E.. 75 .64 1 - 1,.
Concrete Pavement with Cur �s sq. y
425,0
Reinforcea 4
%800.00
2. 7 0 6.25 4.00 1 It .0,0. 00 5,
14,.250-00- 2
2 850
I t PGV
ing with 6 ase 3.50 5-)joo.co�
5 280.00 4.25
00 fP3 200-00
3.00 5.50 4 4 40
200. M
0.00
F 11200 00.00 8.50
4. Coocrete Curbs and Gutter josSO0.00 7 8,400.00, t12l,000.00,
.00
1 20 9.00 1041$00.00 ;.P
-0 000.00 700
.5 -,, -
5. Rem�ve a Reploce Concrete Driveways a Sidewalks 0()O.00 5.00 2t500.00 8 4W 3 50 0. too
4.80
2.400-00.
60ozo 500
6. Re ve Ex Repic Dr:veways a Sidewafks sq. yds. 5.00 i-5.00
mo, ce Asphalt 00 4.70 10 5. 1 00- 0001.00
3.00, 6t,600.00
a 00.00
id
ivjewcys ci S, ewclk -yds. 21
7 Rem ov a Replace Shell Dr' 4.55- 1.,3 7 5, 00
12 00.00 4.00
500 3.60
211 34
!sq. yds.
P%Wh cit Trcrisition with Base '342t850-00 35016830.00 .8..591.50,
00 324,415
BID
t
DiViSION cp.,3 2
35.00
6.55 "9..
181,100
with Curbs
6.50 198%250-00 6�84 208,620.00
Concre.te. Pavement to 112.5 82
6.75 2 05.1875.00 7 -78
0 6.60- 201. aoo.00
30,500 �6-25 [so. 62!5. 0 - 5.00, i -S�250,.00L 4.25
2� Reinforced -concrete Pavement with Curbs sq. yds. 62.50'.
s400.00
1,850 3.so 4.05 4.00
Raving
-:4.25
440.00
2,7 1with Base 0
-o 3.50
0 320 -8.50.
'Gutter 77-5 3.00 213�2;5- - - - . ?)820.00
9200.00
urb and 6,440.00 0.00
8,,t2pq.00 7.00
8.00
S20 1:9.00 1 8Z80.0o, -S.00
5. M Replace concrete Driveways aSidewlks sq. yds. .27400.00 11,00.00
1500-00
8-.00 2400-00 5.00
ce Asphalt Dfriveway�s Sidewalks Yost. 5.
Rep�a 4 5.00 7tOOO.00 0 f '71,000-00 3.00 .
sq. yds. .4.670 400
5.00
5.40040
Z &Rp�oce Shell Driveways Ex Sidewalks
4.00 ex,000-00 5.00 79�00.00 .4.55
a.60 7,500-00'
1 500
9 230,00
I' As_phalt Trarisition and ease 34
34%062.50
BASE 610 -AOE
STORM DRAIN SYSTEM 7.50 ��;aIV375.0.0 4,,5.50 1516751.00 DIVISION,=
6
.00
6.70 19095.00 6.00
16 367. *375,00 9.00
j"Con;rete pipe (C-76-TIJ-8) 0-6 det.hi
00 -.8
400. 400.00
'S.00 4-5� .9-20
8.,OQ�
V50concrete kC-76- ill 6) L.F. 50 0 8.50 28 900-00 6.50
pipe 25,800.0 200-00- 7.00
22�%50.00, 7.50 25,:500-00 8,00 27
L.F.
0 -0 i:.*a50-
6.75
58400 2.975,00,
?ISI�5.qp "9.00 .'%3 .0
pipe (C-76 5�1 �Q.00 8.50 . ,. ),I.� 1 -16, 1. 9.00 4 k,
'550 0.50
L. F. 9.00 5;I�Q.00 7E* 5.00 10.50
-M-8) 6 '9.50
4- 4. teconcrete� pipe (C- 76 -8.50 .00 .450-00
0 1-0.00 �500-00
LiCP00.00 a5O 50 7.50
I O'depth L F. '11.00 %500.0o -GI00o
10 W
$,,000.00
5. leconcrete pipe kC a 4too-00. S.00
&.00 6 7 00
-10.00 5, 1,72�5-()P 10-50
ep-1h L IF �000 I6X;Z?§.00 , - 1 2 5:
610% 1,--�S5�0.00 10.00, so
-,tte pipe IC - 76 -111 2�
.00 57-5.00-'.
IW�50 9.75
>o
-5
I If,
t -950.00
50 12.00 - 4v
4..725.00
6' depth L-F 00.00 It LO 1.00 sas. 00
.00 550.
50 82 00 1
8' epth L F. 10.50., 11.00 S. 10.00 41�,500.00
pipe (C 600-00
>
:2. 50
11.00 Es) 0' S r� L- I -W, ]"10650
L 450 -9.00 4, 0 50.0a, � 4 . 1 1. i ,#- T� - , " . > 3.850= I.- '- I— -- " ' 650=
-3'00
3SO 4'c=crete pipe (C N 2*,975.00 11-00 ipL.F 2.50 625�00 I
610.0e I
12.00 600.00- 1! 41.50 5 75.00 112.2G
"depth $215.00
0
0
0 50
0�,00` to.50
F. 50 14.00
I Z600.00 I Z' a 75,00 9
1,12-00 .1 -
coacrete pipe (C-716-Mr- B)S-10 cepTh, It,
'00
50.
050 12-00 119025.00 12.00 *60o-oo 7
.00 '15.10 .00 13-50
-76 -11Ur -B)%-D'-rs6 depth A '655. - L 675.00,15,00
C�50.00 '14.00 700
?�50.�00 12.00 6q,0.00 is.00
L-.F 50 15.00
80800.-00:.14.00 .00,00 1!5..Oo 6 );B'- 10',jepth 600.00 16.00 7j 0._Q 0 17.19
p(C -16 11"
`��75.00 te
8s860.00 12.50
C -',76 TT1 L. F 550 16.00
'17.00 850.00 18-00
'.00 0.00 7!55
675.00 17 9QO 00
50 18-.00 15L50
_pipe L. F 85 '06 800-00 18.85 942,.50
(C--?6 -In - a 8 t 0, de pvtl j1Pq0t,00 -'22.00
36 concrete pipe
0 925.00 .20-00
50 17.00
16. 42"concrete pipe (C-76-1M - 6) F. A f> 0 8,775-00 21 50.00 '24-00 8,100-00 2 1. �0.0
19.00 8,W%15150.00 16.80, 7v560.00 19-*0
25. 00
11,2 75.0.0 20.00
1-7 2"con c r ite pipe L. F. 1,000.00 4 .00 18.90 945.00 i" 20-50 1,025-00 22-010.-.. 1,10C..00 .--,25.50
depth 50 21.00 1 X10
0
pp..qp.., 2 5. 7 8
18. 4IT12'concrete pi pe (C - 76 -111 6) 8� 10 21. q0 10500.00 22;PO, -its
11,0250.00. '2.3.00 .1*500.00,
19.10 9;5,50.00, '22.50
L.F -
500 0>3.00 L 00.00 .28-00 16 .23.00 00., 24-00 2
is. 4econcrete ;>ipe (C- ate Ptn
17!
50 25.00 1 21.00 11P50.00 2a6to [9 5,00 2.00
8"concrete pipe (C -76 B 6'- 1 O'CePth 111200100 34.S7
X10
It400 50. 0-0 12 .00 '-50-00
00
-VTT 400 29.00 1 IW4590-00 24.15 91660.00 8.50
I oaoo .3a-00,
L. F 600-OD .00 -.00
8�-10` cepth -35 1 1�7�50-00, 32'
at. 54�concrete pipe X IV5,25,W 1!52.00
2-6.35 11,417.50 30.60
L.F. 50 55.00
-TTr 54 concrete pipe
(C-76
22 2250-00, '75.00
42.00 .00
11F64Q-00,
'1v2
as 21P00.00 P..) -B)0%-6 depth 50 5.00 0. 00' NWO
(C - 76 - 50.00 50.00
23. 7, concreTe PiPe
'4 5. 00 15125.00 �i50-00
2 50.00 25.00
:727'conCrete Pipe (C -76 1 -00 42.00 2 5a00 0. 1 00,
L. F 25 50.00 050100
24. r
225-00 4.10-00 250-00 "10.00
2501t.00 7.00 175.00 00
tec metel pipe 6 depth L. F 25 :10.00
7 2 Q,.00 26-.00
25. 21 corrasc 720 0 .00 7 2 0.00, 112 0Q
660-00 112-00 .0
12.00 8.50
729�. 00 5 10.00 il .00
t 26. .24-corrugated metal pipe 6' depth L.F 60
840.00 ''15.00 15. GO 900.00 30-0�)
9010.00
840.00 14.00
00.100
1.4,00 a0cLoo'' 200.0p
L. F. 60 15-00, 225.00 2:itiEP�00 200-00
27 50 corrugatec, 1.30.00 t2,480.00 200-00 .1200.00
is'.200-00 130,00 12$480.00
96 200.00 .1300.00
28. Stand-ard single rnlets (Ty
c. 2 0c.00
ea.
6) 0b .00. -v09
210.00 250-00 25CL,00
.400.00 21�0-00
29. St`,;nd(1.r1C uble :njet Type (6- S) '2 .5.00 .200-00
50.
%0.00 5
Do 130 25-00 a-00.
200-00 21 q 6 00 250-00
130.00
ea. 2.700
30. Ditch Inlets 0
�00 2'70. 00 2450.00 :300-00 2-7 0.00 500-00 4v59q0- 0., 300.00 21, 70
2,450-00 270-00
500.00
-ec. '500 2500-00 300 00
:nle Menhoie (Type B) ec.
:270-00
pp 1 .3 50-00 1,175Q.00 .00
300.00 ls!�pp. a5o�0.0 50.00
52. 04cc% inlet Menhoie 200-00 50-00
300.00 75-00 75,0.00 '30-00
250.00
30.00 -Wo.oc 25'00
to
15,00.00` �5040P�QO 7
L. F.
.E. xtra Depth Inlets (Ty p e B) ea. 10 2 7P,
250,50 2�250-00 2!50.00 Q.
300.Q-.
l50;00 7
lao-100 -50-00.
5 L. F 5 -00, 75,.00
0, 20.00- 100.00
150 .,50'00' ��p
1:0
3,5, -Extra Depth Mrrh*oLe 30. -b t
50LO
!100.00,
.00.00
�0 -to
0"" 6 L. F.
xtra Depsh Inlet (Type
.00 '4
37
6QC�PO 70-00 420.00 100-00 600
ea.
Ad
174
24' Cowicrete pipe (C-76-111
5�00 70WO, 30-00 Bore and Jack 60. 40 2,j00.00 42
n -1 eft §099-100 0. 0"
4 .00 754.0 200-00
Existing Inlets 100-00
'75,00. -100W 600
6 > -P
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'00.00 "'12-00.
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so"o 7,60
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me Sand. M,4,po'
-0
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bA .00
FaM 50 70-00 .4
42. Lumber -in Trenc .0 70 IP
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