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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 ~'t# ðJT '~ H 36R 37R ~ 38R 39A 40A 41R 42A 43A 44A TA.1 20.437 . -"JI!:,S~"" ~ØÞ.D WATAUG-A EAIlTHEJ/ CHAII1J6L. 8 7 a: o ~ o o a: CD >- a: a: UJ CD 20 21 19 22 18 23 17 2.. 16 25 15 26 1"7 -1 27 . - 13 28 12 29 11 30 10 31 9 32 - S Tf)fl If Of2.A1N TR.1A5 8 .536 . ~E'-L ';' " . . 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