HomeMy WebLinkAboutRES 930914-CC - Cost Estimate Frontage RdAESOLUTION NO.
A
A A
I VA 'I
WIMREAS, the City of Georgetown recognizes the importance for constructing the East
Frontage Road on 1-35 from Highway 29 to FM 2338 (Williams Drive) ("Frontage Road"); and
WHEREAS, construction of the Frontage Road will improve traffic safety for the citizens
of the community by reducing the amount of traffic entering 1-35 at Highway 29 and exiting at
FM 2338 by providing an alternate route to travel between Highway 29 and FM 2338; and
WHEREAS, construction of the 'Frontage Road will greatly improve access to abutting
properties; and
WBEREAS, the City of Georgetown, with broad support of the Georgetown Community,
requested the Texas Transportation Commission to construct said Frontage Road; and
WHEREAS, the Texas Department of Transportation prepared a cost estimate for the
construction of the Frontage Road in the amount of $3,682,000-00; and
WHEREAS, the City of Georgetown proposed to contribute a portion of the fundin.,A!
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the adjacent property; and
WHEREAS, on June 29, 1993, the Texas Transportation Commission issued Minute Order
102420 authorizing construction of the Frontage Road-, and
WHEREAS, said Minute Order required the City to provide $1,000,000.00 towards
construction of said Frontage Road; and
WHEREAS, the City Council has determined that it is in the best interest of the City and
of special benefit to the adjacent properties that the Frontage Road be constructed-,
WHEREAS, the City Council has determined that it is in the best interest of the City thffl
the City comply with Article 1105b of the Texas Revised Civil Statutes and assess the adjace
properties to the maximum allowable benefit received by the property due to the construction
the Frontage Road; and I
WHEREAS, the City of Georgetown has 90 days from the issuance of the Commission's
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
CITY OF GEORGETOWN, that:
SECTION 1. The facts and recitations contained in the preamble of this resolution are
hereby found and declared to be true and correct, and are incorporated by reference herein ant
expressly made a part hereof, as if copied verbatim. The City Council hereby finds that this
resolution implements the following policies of the Century Plan - Development Plan Element -
1. Transportation Policy 15, which states: "The City will encourage a transportation
system that provides for the safe and efficient movement of traffic, promotes the
economic interests of the community, and adequately serves the personal needs of
individuals;"
and further finds that the adoption of this resolution is not inconsistent or in conflict with any
other Century Plan Policies, as required by Section 2.03 of the Administrative Chapter of the
Policy Plan.
SECTION 2. The City Council adopts the cost estimate prepared b the T="
) fol
Department of Transportation in the amount of $3,682,000.00 (attached as ExhiZrt A r tj
construction of the northbound frontage road from State Highway 29 to F.M. 2338 (Willia
Drive), and authorizes the City staff to initiate the process for assessments against adjace
properties in compliance with Article 1105b of the Texas Revised Civil Statutes in order
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in Section 3. It is the City' intent to recover the highest allowable amount from the adjacel
property owners, not to exceed the special benefits received by the properties as may
determined in accordance with State law.
SECTION 3. The City of Georgetown accepts the Texas Transportation Commission's
Minute Order 102420 of June 29, 1993 and agrees to provide a fixed sum in the amount of
$1,000,000.00 towards the Frontage Road project with the following conditions -
1. The City's contribution shall be limited to the costs for construction of that portion
of the Frontage Road as identitifed on the attached Exhibit B, generally being from the southern
boundary of the property currently owned by the Georgetown 35 Joint Venture north to the
intersection of the Frontage Road and FM 2338 (Williams Drive), since the City has determined
that these properties will be most greatly benefited from the construction of the Frontage Road
due to their limited access because of the location of the North San Gabriel River and tributaries
flowing into the South San Gabriel River; and
2. The City's contribution shall first be applied to cover all of the costs associated
with the construction of curbs and gutters for this segment of the Frontage Road, and the
remainder of the City's contribution shall be applied to cover the costs associated with the pavinV
of this segment of the Frontage Road.
MRSTIMITWI i #- . . . . . . .
ATTEST: THE CITY OF GEORGETOWN:
Elizabeth Gray By: LEO WOOD
City Secretary Mayor
Marianne Landers Banks
City Attorney
0-7 1 Li C'(-
FF_ V i PRE L I M I "U'r ESTIMATE
COUNTY WILLIAMSON HWY IH 35 CONTROL 0015 SECTION 08 JOB
L.IMITS-FROM' SH 29
TO: RM 2338
EXISTING CONDITION: NONE
LENGTH 7,251 FT.
LENGTH 1.373 Mi.
PROPOSED WORK: CONSTRUCT ONE-WAY FRONTAGE ROAD, STRUCTURE, AND NEW
ENTRANCE & EXITS RAMPS.
STRUCTURE IN EDWARDS AQUIFER RECHARGE ZONE
PREPARED BY: WILLIAM C. GARBADE DISTRICT ENGINEER , OCT. 5, 1992
ROSCOE MEMBER RB.PEST35GII
ITEM
# DESCRIPTION UNIT
C
QUANTITY
PRICE
AMOUNT
1-28 30-32
A
35-44
47-55
100
PREP ROW
STA
72.5
$
1500.00
$
108750.
249
FLEX BASE
CY
13593.0
$
16.00
$
217488.
314
EMUL (MS -1)
GAL
7794.0
$
1.20
$
9353.
340
HMAC (TY C-PV35 MIN)
TON
2974.0
$
26.00
$
77324.
416
DRILLED SHAFT (30 IN)
LF
84.0
$
90.00
$
7560.
416
DRILLED SHAFT (36 IN)
LF
72.0
$
100-00
$
7200.
416
DRILLED SHAFT (42 IN
LF
534.0
$
120.00
$
64080.
421
CLASS C CONCRETE(BENT)
CY
955.1
$
310.00
$
296081.
421
CLASS C CONCRETE(ABUT)
CY
43.4
$
380.00
$
16492.
422
REINFORCED CONCRETE SLAB,
SF
44880.0
$
6.00
$
269280.
425
PREST CONC BEAM (TY C)
LF
5073.6
$
46.00
$
233385.
428
CONC SURF TRTMNT
SY
4666.0
$
00.70
$
3266.
432
RIPRAP (CONC)(CL 8)
CY
700.0
$
170.00
$
119000.
432
DRY RIPRAP (TY C)
CY
290.0
$
100-00
$
29000.
450
PED RAIL (TY PR)
LF
1038.7
$
37.00
$
38432.
450
RAIL (TY T-501)
LF
1040.0
$
29.00
$
30160.
450
RAIL (TY T-502)
LF
1020.0
$
30.00
$
30600.
462
CONC BOX CULV (10'XlO')
LF
100.0
$
450.00
$
45000.
465
RCP SEW (D-LOAD)(24 IN)
LF
8200.0
$
35.00
$
287000.
465
RCP SEW (D-LOAD)(48 IN)
LF
120.0
$
80.00
$
9600.
475
INLET (DROP)(TY I)
EA
6.0
$
3400.00
$
20400.
475
INLET (CURB)(TY II)(10')
EA
24.0
$
3400.00
$
81600.
475
CULV HEADWALL (48" RCP)
EA
1.0
$
20000.00
$
20000.
481
PVC 121N
LF
1200.0
$
14.00
$
16800.
530
CONC C & G (TY 11)
LF
14462.0
$
9.00
$
130158.
618
CONDUIT(PVC SCH 40 21N)
LF
2104.0
$
4.00
$
8416.
11.28
EXCAVATION
CY
37694.0
$
8.00
$
301552.
1129
EMBANKMENT
CY
67850.0
$
6.00
$
407100.
4006
SEALED EXPANS JOINT 41N
LF
221.0
$
60.00
$
13260.
0000
EROSN,SEED,ETC.
LS
1.0
$
50000-00
$
50000.
0000
HAZ MATE. TRAP
LS
4.0
$
30000.00
$
120000.
SUB
TOTAL
S
3068337.
PLUS
MOBILIZATION (10%)
$
306834.
PLUS
TRAFFIC HANDLING
(10%)
$
306834.
PLUS
ENGR
AND CONTE
(0%)
$
000000.
TOTAL
ESTIMATE
$
3682000.
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