HomeMy WebLinkAboutOrdinance 5314 ORDINANCE NO. s �✓
ORDINANCE ACCEPTING IMPROVEMENTS ON A PORTION OF 86MnW
AND PORTIONS OF SUNDRY OTHER STREETS, AVENUES AND PUBLIC PLACES
IN THE CITY OF FORT WORTH, TEXAS; DECLARING THE CONTRACT WITH
$. L 02 ABflt" = FOR THE CONSTRUCTION CF SAID
IMPROVEMENTS FULLY COMPLETED AND PERFORMED; DIRECTING THE ISSUANCE,
EXECUTION AND DELIVERY OF CERTIFICATES IN EVIDENCE OF SPECIAL ASSESS-
MENTS LEVIED AFTER GIVING EFFECT TO SUNDRY CREDITS HEREIN AUTHORIZED
AND ALLOWED AGAINST SOME CSE SAID ASSESSMENTS; DIRECTING THE CITY
SECRETARY TO ENGROSS AND ENROLL THIS ORDINANCE BY COPYING THE CAP-
TION OF SAME IN THE MINUTE BOOK OF THE CITY COUNCIL OF FORT WORTH,
TEXAS, AND BY FILING THE COMPLETE ORDINANCE IN APPROPRIATE ORDINANCE
RECORDS OF SAID CITY; AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Fort Worth, Texas, has heretofore entered into a contract
with16 IL be for the making and construction of certain
on t
street improvements he ereinafter described portions of streets, avenues and public
places in said City, to-wit:
I* S WIttA1RY DRIM FM !M Missouri and Pulfie tallamad w1ght-
of-my to Carter Paut Drivev sad
dsdgnatod as Mit 11s. 1-Am
2a SEVINARY DF.IM Eno Cuter Pas* Drive to Old Mmsfisld bad*
kww and desIgmted as unit Moo 146
r A; .
s L
hHEREAS,'by sundry proceedings heretofore passed by the City Council of the
City of Fort Worth, Texas, including Ordinance No, SM , a portion of the cost of
said improvements was levied and assessed against the respective properties abutting
on each of the above described portions of streets, avenues and public places and against
the real and true owners thereof; and,
WHEREAS, the City Council of the City of Fort Worth, Texas, has, upon review,
found and determined that, in some instances, in order to effect substantial justice
and equality, it is desirable and necessary to grant and issue certain credits against
some one or more of the assessments levied by Ordinance No. Sm , and
WHEREA3, the street improvements hereinabove mentioned have been completed
upon each of the portions of streets, avenues and public places hereinabove described,
and have been inspected and found to be in complete accordance with the contract therefor;
NOW, THEREFORE,
BE IN ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH,
TEXA3, THAT:
I.
The improvements on each of the portions of streets, avenues and public
places hereinabove described be, and they are hereby, accepted; and the contract with
reference thereto be, and it is hereby, found and declared fully completed and performed.
II.
The Mayor, be, and he is hereby, directed to issue and execute in the name
of the City, certificates in-evidence of the special assessments levied against abutting
property and the owner thereof for such improvements, and the City Secretary is directed
to attest same and impress thereon the corporate seal of the City, all in accordance with
the proceedings relating to such improvements and assessments. The certificates shall be
numbered, shall describe the property against which the assessment has been levied, shall,
where known, state the name or names of the true owners of the respective parcels of pro-
perty assessed andshall be issued in an amount equal to the difference between the
principal amount of the assessment and the amounts of any credit issued thereon. The
numbers of the certificates, with the property descriptions to be shown on the respective
certificates, together with the names of the owners of said property, the principal amount
of the assessment, the respective credits, if any which are hereby authorized, granted and
allowed against the principal amount of some one or more of the assessments heretofore
levied, and the principal amount for which each certificate is to be issued after giving
effect to such credit, if any, are hereby enumerated and itemized as follows:
Ili[.
When each of the certificates has been duly executed as hereinabove provid-
ed, same shall be delivered to the Tax Assessor-Collector as .part payment of the contract
price.
IV.
The City Secretary is hereby directed to engross and enroll this ordinance
by copying the caption of same in the Minute Book of the City Council of Fort 19orth, Texas,
and by filing the complete ordinance in the appropriate Ordinance Records of said City.
V.
This ordinance shall take effect and be in full force and effect from and
after the date of its passage.
PASSED AND k-PROVED THIS day of 19
APPROVED AS TO FORM AND LEGALITY:
City Attorney
M
tq 4A
1q
.40
IN SOCO
wNN 00.-� CO-1*w w
tl1ef9 /n tllti) to
O
a
.4
�� 16 8g a$ s, cmNiqq p s
4 N �Np pN.
4 i 10�•-1 N t9 lq
Cp Ntli M4 �A NN M/d9 !A M
Z f�
R. NM tA Ni Mtn N!R to M
N �xV
fn
W
Q aH a .N4.Nr�N-t
W CM N A J4 IO P
a �
V
41CIM, 114 It 4CIT 14, 12
P4 z
W
N
zo r as
8 U
4
�� c
P W i
IL
a
A a �" 8 a 1E•' "'
r
a
AL y ic +�
"
M
C1,01: m 0 N .i .4 .i .•i its
a
a C4
Uy
. �Q
�+ to
W C740
ujW
a Z aw :�
U W O
w
0 w
z
w
° m
pry 40Myp �i SI b�y � � t ■
3000 � A al� 6 1-rl O (J
59
lk
W4 u
LLI
• A M
a Ing'Z3 ti
J-0
C5 dg 's i A I
W pp �y p
a
dr
CV
N
19 s O 9
Q • W F+ .t t7,O q � a � • • �
p
� N m
m ca � v g9
8 11
04
6
� � • NN • q •
F+ Z)Z)U `y EV rV4
M� s � cad°a • row �o �s � •t
Yy �� W
N
W U � � •D � r O O +Q
a.
Z
W
a C
g 3 39 �i C.e �.r•
F+ d(rs • p
w w M ff9 � t0 ♦Cd Fl9
4 �F+ v W«,# C O
,V wQQ,fig
p14
lip
S�
ON
M
e
Q �
0,To
a
a $ St aS ti
W W®w»
lip
W
00 0 ®H �! .0 •C p
e, w cc) 4 g N Ci H •H
C
r. of • 1
41 jLei AlWPR
0 04 0
a
. .
� cli
A �0u
N� O • p b N �M N
a
4 F• t t46 6 Ci M i
04
N
� �s o cq ai o�t • -
F
M
0
a
a
c4
N
w cn
UA M
r � e► o e� a ea
cS
LU
Uaw a0co
y w of w!
W R • ++
N
4 . a F • � . . N wM oe
2c
uj
M
y
• 4 �� 3i 8�
x
m
0. M
0. �
4-4
4A
ppM,, M
F�1
O
H M
H
�mE"�►�� JJ CW
ga N
a =r
04
a3 L) •,
10
M AWC)wM in
N d
LU
U O C
ut wC}
A C3 acz~
. ''.:8
S cis
GD O h��
a w IN
w
a a
a z�
g � s
WM�{,
id
City of Fort Worth, Texas
Mayor and Council Communication
DATE REFERENCE SUBJECT: Final Payment - Seminary Drive PAGE
1-18-65 NUMBEFP-177 Paving, Project No. 097-24000-108 101 2
Final Council action on the project below is requested:
Project Description,
Name: Seminary Drive Paving
Contractor: S. R. 0. Asphalt, Inc. - Arlington
Contract Awarded: January 6, 1964, (M&C C-223)
Work Order Issued: February 24, 1964
Date of Final Inspection and Approval: October 31, 1964
Working Time Bid: 125 Working Days
Working Time Used: 127 Working Days
Work on the project was halted by the City on March 26, 1964,
when the contractor made excavations near the Carter Park
Methodist Church on Seminary Drive, which became the subject
of legal action against the City. Right of possession of
the roadway property was acquired by the City on May 14, 1964.
Because the contractor was required to cease work temporarily
pending the clearance of right-of-way, it is recommended that
the original contract time be extended by four days, and that
no liquidated damages be charged the contractor as a result
of the need to reschedule after work was interrupted.
Proiect Cost and Financing
Bid Price: $285,253.20
Final Contract Cost: $282,061.63
Partial Payments Previously Made: 8 Amount: $254,430.20
Final Payment Due: $27,631.43
Payment to be made from Project No. 097-24000-108 "Seminary Drive"
Deviation from Bid Price:
Bid Price: $285,253.20
Contract Cost: 282,061.63
Under-run $ 3,191.57
Var'ations between estimated and measured quantities account for the difference
bet een contract price and contract cost of the completed project.
DATE REFERENCE SUBJECT: Final Payment - Seminary Drive PAGE
NUMBER
1-18-65 FP-177 Paving, Project No. 097-24000-108 2 & 2
Compliance With Specifications
Attached is a tabulation of paving test cores showing compliance
with specifications within acceptable construction tolerances, with
the exception of one small area where necessary corrective action
was taken. Tests made during construction of the sub-base, base,
and pavement also show that the material used was in compliance
with specifications.
RECOMMENDATION
It is recommended that the above project be accepted and that final
payment of $27,631.43 be authorized to S. R. 0. Asphalt, Incorporated.
Attachment
JL :sb
SUBMITTED BY: DISPOSITION 9Y COUNCIL: PRO MOSSED BY
APPROVED
THER/(DESCRIBE)
e).4Z a /Ir A CITY SECRETARY
DATE
/ffyMANAGER i-s d 4 co
TABULATION OF
PAVING THICKNESS
FOR
East Seminary Drive Widening and Improvements
PROJECT N0, 097-24000-108
Type of Pavement 10" Crushed Stone Base - 3.5". H.M.A.C. Surface
*Within Construction Tolerance.
SPECIFICATION
CO
3.5'! 10.0"
EAST SEIJINARY DRIVE -• Prom Pecan Street to Old Mansfield Road. --�- --�
Cored 0-29-6
Sta. 15+50, Center Line. 64CE-1237 3.6" 10,2"
Sta. 16+50, North Quarter. 64CE-1238 4.4" 10.3".
Cored 7-23-64 -6
ata. 17+509 Center Line. 64CE-452, 10.5"
ata. 17+509 Center Line. 64CE-604 3.5"
ata. 18+50, South Quarter. . 64CE-453 11.0"
ata. 18+50, South' Quaxter. 64CE-605 34" *.
ata. 19+50, Center. Line. 64CE-454 11.0"
ata. 19+50, Center Line. 64CE-6.06 3.8"
ata. 20+50, .North Quarter., 64CE-455 11.0"
ata. 20+50, North Quarter. 64CE-607 3.5"
ata. 21+50, Center Line. 64CE-456 11.5"„
ata. 21+50, Center Linee 64CE-608 3.5"
ata, 22+50, South Quarter. 64CE-457 11.5!'
ata. 22+50,- South Quarter. 64CE-609 3.2" �
ata. 23+50, Center Line. 64CE-458 11.3"
ita. .23+50, Center Line. 64CE-610 3.3"
ita. 24+50, North Quarter. 64CE-459 11.5"
ata. 24+509 North Quarter. 64CE-613 3.0" **
An 8' x 25' surface area vias removed, the base lowered an replaced with 3-51' H.M.A C.
ata. 25+50, Center Line. 64CE-460 11.3"
ata. 25+50, Center Line. 64CE+-619 3.8"
ata. 26+50, South Quarter, 64CE-461 10.5"
ata. 26+50, South Quarter. 64CE-620 3.5"
ata. 27+50, Center Line. 64CE-462 11.0"
ata. 27+50, Center Line. 64CE-621 4.1"
Cored 1-,6
ita. 28+25, Forth Quarter. .64CE-395 10e5"
ita. 28+259 North Quarter. 64CE-622 4.1"
ita. 29+25, Center Line. 64CE-396 10.5"
ita. 29+25, Center Line. 64CE-623 .3.8"
ita. 30+25, South Quarter. 64CE-397 10.3"
ita. 30+25, South Quarter. 64CE-624 3.5"
ita. 31+259 Center Line. •.64CE-398 10.0"
ita. 31+259 Center Line. 64CE-625 3.4"
ata. 32+25, North Quarter. 64CE-399' 10.3"
ita. 32+25, North Quarter, 64CE-626 3.8"
ita. 33+25, Center Linea 64CE-400 10.3"
ita, 33+25, Center Line. 64CE-627 3.5"
TABULATION OF
PAVING THICKNESS
FOR
East Seminary Drive Widening and Improvements .
PROJECT NO, 097-24000-108
Type of Pavement 10.0" Crushed Stone Base -' 3.5" H.M**A-C. Surface
Within Construction Tolerance,
SPECIPICATION
CO
3,51' 10,0"
. ...__.ter... _._..-
Sta. 34+25, South Quarter. 64CE-401 10.5"
Sta. 34+25, .South Quarter. 64CE-628 3.8"
Sta. 35+25, Center Line. 64CE-40210.5!'
Sta. 35+25, Center Line. 64CE-629 .3.5"
Sta. 36+25, North Quarter. 64CE-403 10.511
.
Sta. 36+25, North Quarter, 64CE-630 4.3"
Sta, 37+259 Center Line. 64CE-404 • 10.5"
Sta, 37+25, Center Line.. 64CE-631 3.3"
Sta. 38+25, South Quarter, 64CE-405 10.3"
Sta. 38+25, South Quarter. 64CE-632 3.5"
Sta. 39+25, Center Line. 64CE-406 10.3"
Sta, 39+25, -Center Line. 64CE-633 3.8"
ata. 40+259 North Quarter. 64CE-407 10.0"
ata- 40+259 North Quarter. •64CE-634 3.6"
Core -10-6
ata. 41+259 . Center Line. 64CE-477 10.5"
3tae 41+25, Center Line. 64CE-635 3.3"
Ill cores are from North Lane (North of Itiledian)
ata. 42+25, North Quarters 64CE-478 11.0"
ata, 42+259 North. Quarter. 64CE-636 3..6"
Sta. 43+25, Center Line. 64CE-479 9.9"
ata, 43+25, Center Line. . 6.4CE-637 3.5"
Sta. 44+259 South Quarter. 64CE-480 10. 11
Sta- 44+251 South Quartere 64CE-638 • 3.3"
ata. 45+25, Center Line. 64CE-481 10,511
Sta- 45+259 Center Line. 64CE-639 3.8"
ata. 45+77.06 to 47+47.40 -; Bridge Area
Core 7-24-64
ata- 48+259 Center Line. 64CE-482 11.0"
ita- 48+75, Center fine.- 64CE-640 4.1"
ata. 49+759 North, Quarter. 64CE-483 10.51' .
ata- 49+75, North Quarter. 64CE-641 4.3."
ita- 50+759 Center Line. 64CE-484 11.0"
ita. 50+759 Center Line.' 64CE-642 3.6"
ita- 51+75, South Quarter.. 64CE-485 11.0"
itan 51+75, South Quarter. 64CE-643 ' 3.8"
3ta.. 52+75, Center Line., 64CE-486 11.0"
ata- 52+75, Center Line. 64CE-644 3.8"
ita- 53+759 North Quarter. 64CE-487 11.5"
ata- 53+75, North Quarter. 64CE-645 3.6"
ata- 54+75, Center Line.. 6.4CE-488 11'.5"
5ta- 54+75, .Center Lirie. 64CE-646 3.6"
TABULATION OF
PAVING THICKNESS
FOR
East Seminary Drive Widening and Improvements
PROJECT N0, 097-24000-108
Type of Pavement 10.0" Crushed Stone .Base - 3.5" .H.M.A.C. Surface °
Within Construction Tolerance. ,
SPECIFICATION
Ca
3.5" 10.0"
�• 55+75, 'South. Quarter. 64CE-489 10.511
�• 55+759 South Quarter. 64CE-647 3.7"
3. 56+75, Center Line. 64CE-490 11.5"
3. 56+75, Center Line. 64CE-648 3.9"
1. 57+75, North Quarter. 64CE-491 10.0"
i. 57+759 North Quarter. 64CE-649 3.5" ��
a•• 5&+'75, Center Line. 64CE-492 10.564CE-650 4.0"
�. 58+75, Center Line. Care -15-64
1. 59+50, Center Line. 64CE-498 10.0"
3, 59+50, Center Line. 64CE-651 3.8"
is 60+50, South Quertor 64CE-499 10.5"
3,. 60+50, South Quarter. • 64CE-652 4.3"
3.. 61+50, Center Line. 64CE-500 10.0"
a. 61+50, Center Lire. 64CE-653 4.1"
�.
62+50,. North quarter. 64CE-501 10.0"
�. 62+50, North Quarter. 64CE-654 3.5"
a. 63+509 Center Line. 64to
10.0"
a. 63+50, Center Line. 64CE-655 3.8"
a. 64+.509 North Quarter. 64CE-503 10.5"
a. 64+50, South Quarter. 64CE-656- 4.1"
a. 65+50, Center Line. 64CE-504 �� 11.0"
a. 65+50, Center Line. 64CE-657 3.6
a. 66+50, South Quarter. 64CE-505 10.511
a. 66+50, North Quartero 64CE-658, 3.7"
a,. 67+509 Center Lire. 64CE-506 10.0"
64CE-659 3.4"
a. 67+50, Center Line. 64CE-507 10.5"
a. 68+50, South Quarter. . 64CE-660 3.8"
a. 68+50, South Quarter. ' 64CE-508
a. 69+50, Center Line. 64CE-661 3.6"
a. 69+50, Center Line.. • 64CE-509 11.8"
as 70+50, North Quarter. 64CE-662 3.6"
;a. 70+50, North Quarterq 64CE-510 11.0"
;a. 71+50, Center =Line. 64CE-663 3.611
;a. 71+509 Center Linea 10.3"
;a. 72+50, South Quarters 64CE-511
;a. 72+501 South Quarter. 64CE-64CE-512 3.8" ll.o1,
12
;a. 73+50, Center Lines 64CE-665 4.0"
;a: 73+50, Center Line. 10*511
ta- 74+50, Forth Quarter. 64CE-513
ta. 74+509 North Quarter. 64CE-666 3.•5" "
ta. 75+50, Center Line. 64CE-514 11.5
ta. 75+50, Center Line. 64CE-667 398". l�
ta. 76+50, South Quarter. 64CE-515 10.0
ta. 76+509 south Quarter. 64CE-668 4.4"
TABULATION OF
` PAYING THICKnS8
FOR
East Seminary -Drive Widening and Improvements.
PROJECT N0. 097-24000-100 !
Type of Pavement 10,0" Crushed Stone.Base -395" H.M.A.C.. Surface ,
Within Construction Tolerance.
SPECIPICATION
CORE-
3
.5" 10.0"
tai 77+50, .Centex Line. 64CE-517 11.0"
ta. 77+509 Center Line. 64CE-669 3.4"
ta. 78+509 North Quarter. 64CE-518 10.0".
ta. 78+50, North Quarter. 64CE-670 3.61'
ta. 79+50, Center Line. 64CE-519
ta. 79+509 Center Line. 64CE-671 4.0"
ta. 80+50, South Quarter. 64CE-520 10.311
ta. 80+50, South Quarter,. 64CE-672 3.6"
ta. 81+509 Centex Line. 64CE-521 10.5"
ta. 81+50, Center Line. 64CE-673 4.1"
ta. 82+50, North Quarter. 64CE-522 10.8"
ta. 82+50,. North Quarter.' 64CE-674 4.0"
ta. 83+50s- Center Line. 64CE-523 10.3"
ta. 83+50, Center Line. 64CE-675 3.6"
Cored -16-6
ta. 84+509. South Quarter. 64CE-524 11.0"
ta. 84+50, South Quarter. 64CE-676 309"
I1.0"
eta. 85+509 Center Lind. 64CE-52564CE-67.7 3.5"
ta. 85+50 Center Line.
;ta. 86+50, North Quarter, 64CE-526 11.5"
;ta. 86+509 North Quarter. 64CE-678 4.0"
ita. 87+50, Center Line. 64CE-527
it' 87+50, Center Line. 64CE-679 4.1"
ita. 88+50, South Quarter. 64CE-528 11.3"
64CE-680 3.8"
ita. 88+50, South Quarter.
ita.. 89+50, Center Line. 64CE-529 11.8"
'ta. 89+509. Center Line. 64CE-681 4.1"
'ta. 90+50, North Quartexo 64CE-.530 11.5"
ita. 90+509 North Quarter. 64CE-682 3.6"
ata. 91+50� Center Line. 64CE-531
eta. 91+50, Center Line. 64CE-683 3.8"
ata. 92+50, South Quarter. 64CE-532 10.5"
Sta. 92+50, South Quarter. .64CE-684 4.1"
Sta, 93+509 Center:Line. 64CE-533 11.8"
Sta. 93+50, Center Line. 64CE-685 4.1"
64CE-534 11.8"
Sta6. 94+509 North Quarter.
Sta. 94+50,. North Quarter. 64CE-686 3.9"
Cored -1 -6
Sta. 95+50, 'Center Line. 64CE-560 11.0"
Sta. 95+50, Center'Line. -640F
687
3.8"
stn. 96+50, South Quarter-
640F.-561
Sta. 96+509 South Quarter. 64CE-688 ' 3.8" ��
Sta. 97+50,' Centerline. 64CE-562 @� 10.3
Sta. 97+509 Center Line. 64CEa689 3.9
TABULATION OF
PAVING THICKNESS
FOR
East Seminary Drive Widening and Improvements
PROTECT NO. 097-24000-108
Type of Pavement 10,0" Crushed Stone Base - '3.-5" H.M.A.C. Surface
* Within Construction Tolerance.
SPECIFICATION
CO 0
it 10.01
. 3
La, 98+50, *North Quarter. 64CE-563 11.3"
ta. 98+50, North Quarter. 64CE-690 4.1"
ta. 99+50, Center Line. 64CE-564 11.0"
ta. 99+50, Center Line. 64CE-691 3-8"
ta. 100+50, South Quarter. 64CE-565 1003"
ta- 100+50, South f;uarter. 64CE-692 3.8"
ta- 95+84.9, Center Line of North Lane = 'Center Line of T. & N. Railroad.
ta. 100+94, Center Line of n•,orth Lane = End of I+iedian (Divided S reet).
11 Cores Are From South Lane (South of Median)
Cored 10-2e-6 10-2-6
ta. 41+00, South Quarter. 64CE-1039 11.0"
ta. 41+00p South quarter- 64CE-1240 3.9"
64CE-1040 11.5"
eta- 42+00, Center Line.
ita. 42+00; Center Line. 64CE-1241 4.1"
64CE-1041 12.0"
;ta. 43+00, North Quarter.
+0 North (quarter. 64CE-1242 4,111 11.0"
ita- . 43 0, 64CE-1642
ita. 44400, Center Line.
64CE-1243 307
ita. 44+00, Center Line. 64CE-1043 11.0"
ita- 45+00, South Quarter. 64CE-1244 3.7"
ata- 45+00, South Quarter.
Sta. 45+77.06 to 47+47.4.0 = Bridge Area-
64CE-1044 9.8" j
Sta.. 48+00, Center Lire. 64CE-1245 3.6"
Sta. 48+00, Center Line. 64CE-1045
Sta- 49+00, North Quarter. ; 64CE-1246 4.0"
Sta- 49+00, North Quarter- 6E-1046 11.•5".
Sta. 50+00, Center 4C
Line. 64C -1247 3.8"
Sta. 50+00, Center Line-, 64CE-1047 10.5"
Sta. 51+009 South Quarter- -64CE-1248 3.5"
Sta. 51+00, South Quarter., 64CE-1048 11.0"
Sta. 52+00, Center Line. 0611
a64CE-1ta- 52+00, Center Line. 64CE-1049 3
ata. 53+00, North Quarter. 9 11.5"
64CE-100. 3.8"
Sta- 53+00, North Quarter. 64CE-1050 11.0'
wta. 54+00, Center Line- 64CE-1251 3.8"
'ta. 54+00, Center Line- 64CE-1051 10.5'
Sta- 55+00, .South Quarter.
Sta- 55+00, South Quarter. 64CE-1252 3�5"
'.aa.. 56+00, Center Line- 64CE-1052
64CE-1253 4.0"
Sta. 56+00, Center Line. 11.0'
Sta- 57+00, North Quarter. 64CE-1053
Sta- 57+00, North Quarter. 64CE-1054 3.611
TABULATION OF
PAYING THICKNESS
FOR
East Seminary Drive Widening and Improvements.
PROJECT NO. 097-24000-108 •'
Type of Pavement 10.0" Crushed Stone Base - 3.5" H.M.A.C. Surface
SPECIFICATION.
CORE NO&
3.511 • 10.0"
Core 10-9-64
Ita. 58+00, Center Line. 64CE-1255 3.5"
ta- 59+00, Center Line, 64CE-1070 11.0"
ta. 59+00, Center fine.. 64CE-1256 3e6"
ta. 60+00, South Quarter. 64CE-1071 11.0"
ta. 60+00, South Quarter. 64CE-1257 3.9"
ta. 61+001 Center Line- 64CE-1072 10.5"
ta. 61+00, Centel Line. 64CE-1258 3.8"
ta- 62+009 North .Quarter. 64CE-1073 11.0"
ta. 62+00, North Quarter. 64CE-1259 3o7"
ta. 63+00, .Center Line. •
64CE-1074 11.5"
ta. 63+00 Center Line. 64CE-1260 3.5"
' 64CE-1075 12.0"
ta- 64+00, South Quarter- .
ta- 64+00 South Quarter. 64CE-1261 3.5"
ta. 65+00, Center Line. 64CE-1076 11.5"
ta- 65+00,. Center Line. 64CE-1262 3.9"
ta. 66+00 North Quarter. •
64CE-1077 11.0"
ta. 66+00v North Quarter. 64CE-1263 3.5"
ta. 67+00v Center Line. 64CE-1078 10.5"
ta. 67+00, Center Lane. 64CE-1264 3.611 11.0"
ta. 68+00, .36uth Quarter. 64CE-1078
ta. 68+00 South Quarter. 64CE-1265 3.9"
;a. 69+00 Center Line. 64CE-1080 11.0"
ta. 69 +00, Center Line. . 64CE-1266 3-e" „
;a- 70+00, North Quarter. 64CE-1081 11.5
;a. 70+00, North Quarter. 64CE-1267 3.6"
;a. 71+00 Center Zine. . 64CE-1082 11.5"
;a- 71+00, Center Line.
' 64CE-1268 3.6"
.
;a. 72+00, South Quarter. 64CE-1083- 11.5",
;a- 72+00, South Quarter. 64CE-1269 3.5"
;a- 73+00 Center Line.. . 64CE-1084 12;0"
;a. 73+00, Center Line. 64CE-1270 3.8"
;a. 74+00, North• Quarter. 64CE-1085 11.5"
;a. 74+009 North*Quarter 64CE-1271 4.0"
;a. 75+00, Center Line: 64CE-1086 �� 11.5"
;a. 75+00, Ccnter Line. . 64CE-1272 3.9
;a- 76+00, South Quarter. •64CE-1087• 12.0"
;a. 76+00, South Quarter. 64CE-1273 3-g"
;a: 77+00 Center Line. 64CE-1088 12.0"
;a. 77+00, Center Line- 640-1274 3.8"1089 11.5CE- ��
;a. 78+00, North Quarter. � 64
;a- 78+00, North Quarter. 64CE-1275 3.6„
TABULATION OF
PAYING THICKNESS
FOR
East Seminary Drive Widening and Improvements
PROJECT N0. 097-24000-108
Type of Pavement 10.0" Crushed Stone Base - 3.'5!' $.M.A.C.• Surface
* Within Construction Tolerance.
SPECIFICATION
CORE 1.0c
3o5" 10.0"
Ita. 79+OQ9 ,Center Line, 64CE-1090 11.5"
eta. 79+009 Center Line. 64CE-1276 4.0"
ta. 80+00, South Quarter. 64CE-1091 12.011.
lta. 80+00, South Quarter. 64CE-1277 3.8"
Ita. 81+009 Center Linea 6.4CE-1092 12.0"
ta. 81+00, Center Line. 64CE-1278 3.6"
ta. 82+009 North Quarter. 64CE-1093 11.5"
ta. 82+00, North Quarter.. 64CE-1279 3.4"
�ta. 63+00) Center Line. 64CE-1094 11.0"
ta.. 83+00, Center Line. 64CE-1280 3 10.5"
ta. 84+009 South Quarter. 64CE-1095
ta. 84+00, - South Quarter.' 64CE-1281 3.8"
Cored 10-14-
ta,
0-1 -ta. 85+009 Center Line.
64CE-1149
ta,. 85+00,. Center Line. 64CE-1282 3.8"
ta. 86+009 North Quarter. 64CE-1150 '10.5"
ta. 86+00, North Quarter. 64CE-1283 3.5" ��
ta. 87+00, Center Line. 64CE-115j1 11.5
ta. 87+009 Center Line. 64CE-1284 3.6"
ta. 88+009 South Quarter. 64CE-1152 1000"
ta. 88+009 South Quarter, 64CE-1285 34.7"
ta. 89+00t Center Line. 64CE-1153 11.5"
ta. 89+009 Center Line. 64CE-1286 3.5"
ta. 90+00, North Quarter. 64CE-1154 11.0"
ta,, 90+00, North Quart$r. 64CE-1287 3.6"
ta. 91+00 Center Line. '
64CE-1155 11.5"
ta. 91+00, Center Line. 64CE-1288 3.5"
ta. 92+00, South Quarter. ' 64CE-1156- 10:511.
ta. 92+00 South Quarter. 64CE-1289 3.5"ta.
ta. 93+00, Center Line. , 64CE-1157 1140"
ta. 93+00, Center Line. 64CE-1290 3.6"
ta. 94+009 North Quarter., -64CE-1158 10.5"
ta. 94+009 North°Quarter: 64CE-1291 3•T'
64CE-1159 10.5"
ta,"95+00o Center Line:
ta. 95+00 Center Line. 64CE-1292 3.6„
ta. 96+009. South Quarter. 64CE-1160. 11.0”
ta. 96+00, South Quarter. 64CE-1293 3.6"
ta. 97+00, Center Line. 64CE-1161 11.5"
wta. 97+00, .Center Line. A 64CE-1294 307"
;ta. 98+009 North Quarter. -64CE-1162 11.0"
Ita. 98+00, North Quarter. 640-1295 3.9"
lta. 99+00, Center Line. 64CE-116311.8"
)ta. 99+009Center Line. 64CE-1296 4.01(
e TABULATION OF
PAVING THICKNESS
FOR
East Seminary Drive Widening and Improvements
PROJECT NO. 097-24000-108
Type of Pavement 10.0" Crushed Stone Base - 305" H.M.A.C.. Surfaoe
* Within Construotion Toleranoe.
SPECIFICATION
C0 0
Stae 100+00, South Quarter. 64CE-1164 11.0"
Sta, 100+00, South Quarjrsr, 64CE-1297 .3.8"
Sta. 100+94 Center Line of South Lane = End of Median (Divided St eet).
Sta. 101+00, Center Line. 64CE-1165 11.0"
Sta. 101+00, Center Line. 64CE-1298 3.8"
Sta. 102+00, North Quarter. 64CE-1166 11.5"
Sta. 102+00, North Quartere 64CE-1299 3.4"