HomeMy WebLinkAboutResolution 1990-045
RESOLUTION NO. 90-45
Be it Resolved by the City Council of the City of North Richland Hills,
Texas, that:
1.
The Mayor be, and is hereby authorized to execute the attached
Interlocal Agreement with the cities of Keller and Watauga concerning cost
participation in street and drainage improvements at Bursey Road and Rufe Snow
Drive intersection on behalf of the City of North Richland Hills.
Passed and approved this 22nd day of October, 1990.
Brown,
ATTEST:
Attorney for City
INTERLOCAL AGREEMENT
STATE OF TEXAS
COUNTY OF TARRANT
This agreement, made by and between the City of North Richland Hills,
hereinafter called "NRH'· i the City of Keller, hereinafter called "KEL";
and the City of Watauga, hereinafter called "WAT", all municipal
corporations of the State of Texas, witnesseth
WHEREAS,
A. NRH proposed to within the next 12 months to begin improvement of
Bursey Road from Rufe Snow Drive east to Kandy Lane as follows:
1. Widening the existing bar ditch road to a 48-foot paved roadway
with curb and gutter.
2. utility adjustments for water and sanitary sewer lines.
3. Provide all necessary storm drainage facilities to serve this
proposed street improvement in accordance wi th NRH design
criteria.
B. The Bursey Road intersection with Rufe Snow Drive is bordered by NRH
on the southeast, WAT on the southwest, and KEL on the northwest and
northeast;
C. All three cities want to improve the Bursey Road and Rufe Snow Drive
intersection to its full design size with an appropriate underground
drainage system.
NOW, THEREFORE, the parties agree as follows:
1. NRH will have its consulting engineer prepare final plans and
specifications for the proposed intersection improvements including
drainage in accordance with Exhibits "B" and "c" attached, subject to the
plan approval by KEL which retains the option to enlarge the northern
portion of the intersection with the understanding that any cost increases
due to such enlargement shall be paid by KEL.
2. NRH will take bids, award the cor.tract, and inspect Bursey Road
improvements which will include said intersection.
3. NRH, KEL, and WAT will share the final paving cost for said
intersection 1/4, 1/2, and 1/4, respectively, as described in Knowlton-
English-Flowers, Inc. (K-E-F) letter dated September 5, 1990 to Greg
Dickens, Director of Public Works for NRH (Attachment #1) and estimated
in Exhibit "A", subject to consideration of any changes requested by KEL.
4. NRH, KEL, and WAT will share the final drainage cost for said
intersection at 1/3 each, as described in Attachment #1, estimated in
Exhibit "A", and shown in Exhibit "B", subject to consideration of any
changes requested by KEL.
COpy
5. WAT will assist NRH with any property owner contact necessary
to get "letters-of-agreement" or "easements" for offsite drainage
improvements in WATts city limits.
6. Cost participation to be made by KEL and WAT with terms agreed
upon by the respective City Managers not to exceed twenty four (24)
months.
7. This agreement shall become effective on the latest date of
execution following and shall bind the parties, their successors and
assigns.
8. WAT reserves the right to have the WAT drainage plans reviewed
and approved by the city Engineer and Public Works Director of the City
of Watauga.
WITNESS OUR HANDS THIS
1 ~ -t~ day of J q.,\lq,..) , 19~.
CITY OF NORTH RICHLAND HILLS, TEXAS
By:
~~"
Tommy Brown, ayor ...
ATTEST
CITY OF KELLER, TEXAS
By:
CITY OF WATAUGA, TEXAS
By:
ATTEST
:J,~~~S~m~y
·
KNOWL TON-ENGLlSH-FLOWERS, INC.
CONSUL TING ENGINEERS / Fort Worth-Dallas
----- -- ~.
/---, -
-
-. -'- '-',
September 5, 1990
Mr. Greg Dickens, P.E., Dir.
City of North Richland Hills
7301 N.E. Loop 820
North Richland Hills, Texas
of Public Works
76180
Re:
3-341, CITY OF NORTH RICHLAND HILLS
BURSEY ROAD PAVING AND DRAINAGE IMPROVEMENTS
RUFE SNOW INTERSECTION COST SPLIT
As instructed, we have prepared a revised engineer's estimate of paving
and drainage cost at the intersection of Bursey Road and Rufe Snow Drive.
The estimate is based on Alternate "B", which includes full curb, gutter,
and asphalt pavement of the intersection with a 5-year frequency design
underground storm drainage system which discharges southward along Rufe
Snow Drive, thence westward across private property to an existing
concrete lined channel in Watauga. Attached is a detailed estimate
showing the proposed construction items included in the intersection
design.
The following is a breakdown of the recommended cost participation among
the contiguous cities of North Richland Hills, Keller, and Watauga. The
paving cost split is based on 1/2 for Keller, 1/4 NRH, and 1/4 Watauga.
The drainage cost split is based on equal participation from each city.
NRH WATAUGA KELLER TOTAL
PAVING $ 9,534 $ 9,534 $ 19,069 $ 38, 137
DRAINAGE 48,288 48,288 48,287 144,863
TOTALS $ 57,822 $ 57,822 $ 67,356 $ 183,000
Storm drainge Alternate "B" for intersection improvements at Rufe Snow
include construction of an off-site storm drain and channel into
undeveloped property at the southwest corner of Bursey and Rufe Snow. If
this option is selected, permission from the property owner to receive the
increased stormwater and channel grading will be required. An easement or
let~er of permission will also be required.
nTTACJlMeNr # I
1901 CENTRAL DR., SUITE 550 . BEDFORD, TEXAS 76021 . 817/283-6211 · METRO/267-3367
September 5, 1990
BURSEY ROAD AT RUFE SNOW
Page
2
Please call if you have any questions.
~w,.~
RICHARD W. ALBIN, P.E.
RWA/lld/Enclosures
cc: Mr. Rodger N. Line, City Manager
Mr. Dennis Horvath, Deputy City Manager
Mr. John Johnston, P.E., Assistant Director of Public Works
Mr. Barry LeBaron, Director of Community Development
Mr. Lee Maness, Director of Finance
KNOWL TON-ENGLISH-FLOWERS, INC.
ENGINEER'S ESTIMATE
JOB NO.: 3-341 DATE: AUGUST 1990
OWNER: CITY OF NORTH RICHLAND HILLS
PROJECT DESCRIPTION:
BURSEY ROAD PAVING AND DRAINAGE IMPROVEMENTS - RUFE SNOW INTERSECTION
DESCRIPTION OF ITEM
ITEM TOTAL UNIT
NO. UNIT QUANTITY PRICE
PAVING
Unclassified Street Excavation IP C.Y. 351 6.00 $
Controlled Density Embankment 2P C.Y. 5.5 2.00
Remove Existing Curb and Gutter 3P L.F. 5 2.00
Saw Cuts 5P L.F. 148 2.50
8" Thick Lime Stabilized Subgrade 6P S.Y. 2,736 1.75
Lime 7P TON 44.8 75.00
Prime Coat 8P S.Y. 2,736 0.30
Tack Coat 9P S.Y. 5,597 0.25
Type "A" HMAC 211 Thick Compo lOP S.Y. 4,613 3.00
Type "0" HMAC 211 Thick Compo lIP S.Y. 1,501 3.i)Q
6" Curb and 24" Gutter 13P L.F. 212 7.00
4" Dia. White Non-Ref. Buttons 25P EACH 32 2.00
4" Oia. Yellow Non-Ref. Buttons 26P EACH 50 2.00
Type I -C Markers 27P EACH 7 4.50
Type II Amber Markers 28P EACH 13 6.00
Wheelchair Ramps 30P EACH 4 400.00
PAVING SUB-TOTAL --------------------------------------------------------~-------- $
DRAINAGE
Unclassified Channel Excavation 10 C.Y. 2,567 5.00
66" Oia. RCP 9D L.F. 55 110.00
54" Dia. RCP 10D L.F. 160 90.00
48" Oia. RCP 110 L.F. 425 75.00
30" Oia. RCP 15D L.F. 124 30.00
27" Oia. RCP 160 L.F. 94 25.00
24" Oia. RCP 17D L.F. 45 23.00
21" Oia. RCP 18D L.F. 72 21.00
18" Oia. RCP 190 L.F. 128 20.00
10' Curb Inlet 210 EACH 3 1500.00
15' Curb Inlet 220 EACH 2 2000.00
20' Curb Inlet 23D EACH 1 3000.00
Vault @ Sta. 5+85 31D L.S. 1 3000.00
54" Oia. Type IIBII Hdwl. 34D EACH 1 3000.00
30" Dia. Type IIBII Hdwl. 35D EACH 1 2750.00
30" Dia. Type IIAII Hdwl. 360 EACH 1 2500.00
3" Oia. Weep Holes 37D EACH 45 12.00
Cl. "A" 3000 PSI Unformed Concrete 38D C.Y. 74 200.00
18" Oia. Rock Rubble Riprap 39D C.Y. 163 75.00
Trench Safety 410 L. F. 734 2.00
Remove Existing Concrete Flatwork 420 S.F. 225 1.00
Asphalt Pavement Replacement 43D L.F. 295 10.00
DRAINAGE SUB-TOTAL ---------------------------------------------------------------
REVIEWED & APPROVED:
~~ W, ~
Project Manager
SUB-TOTAL CONSTRUCTION COST: -------------
PLUS: ENGINEERING, LAYOUT, INSPECTION
AND TESTING
TOTAL CONSTRUCTION COST ------------------
COST
2,106.00
11.00
10.00
370.00
4,788.00
3,360.00
820.80
1,399.25
13,839.00
4,503.00
1,484.00
64.00
100.00
31.50
78.00
1,600.00
34,564.55
$ 12,835.00
6,050.00
14,400.00
31,875.00
3,720.00
2,350.00
1,035.00
1,512.00
2,560.00
4,500.00
4,000.00
3,000.00
3,000.00
3,000.00
2,750.00
2,500.00
540.00
14,800.00
12,225.00
1,468.00
225.00
2,950.00
$131,295.00
$165,859.55
17,140.45
$183,000.00
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