Loading...
Northlake WE P1-6-CS 810715,E~,S~ERE'~ DON A. TIPTON, INC. ~'~'~:"-'~'~"~ S.~ q'.'E ~' ~,.$ CW,L ENGINEEq CONSULTING ENGINEERS 13600 LBJ FREEWAY SUITE 301 1150 GARLAND TEXAS 75041 DON A. TIPTON P.E. PHONE PRESIDENT {214~ 270-4485 July 15, 1981 Mr. Jim Elium Ci~ Administrator 616 So. Coppell Road Coppell, Texas 75019 RE: NORTHLAKE WOODLANDS EAST NO. 1 COPPELL, TEXAS Dear Mr. Elium: Herewith are two (2) sets of revised plans in accordance with your check set which is also being returned herewith. We have also included the estimated quantities for the repaving of Moore Road in accordance with the Subdivision Ordinance. We appreciate your cooperation in approval of these plans and if you have any questions, don't hesitate to call us. Ve~ truly yours, DON A. TIPTON, INC. DAT:djr Enclosures cc: Mr. Steve Parsons REG,S'rE.EO DON A. TIPTON. INC. C,V~L ENGINEER CONSULTING ENGINEERS '13600 LBJ FREEWAY, SUITE 301 1 '] 50 DON A. TIPTON. P.E GARLAND TEXAS 7504? PHONE PRES'DENT (214) 270-4485 ESTIMATED QUANTITIES Moore Road NORTHLAKE WOODLANDS EAST NO. 1 Coppell, Texas 2127 SY 3" Asphaltic Concrete Surface 2320 SY 6~' Lime Stabilization 35 TONS Hydrated Lime 30 LF 36" Dia. R. C. Pipe 1 EA Type "B" Headwall (36" Pipe) ._"O,STE.E~ DON A. TIPTON, INC. ~ .~_~: .'?..-'. CIVIL ~:NG NEER C~NSL:LTIN~- E~-GIN~ERS F'~:-'~.' '~"~",_~.;.~- LE~J FREEWAv $~iTE 30" DON A. TIPTON. P.E. GARLAND TEXAS 750~-1 PHONE PRESIDENT (2~: E70-z485 PRELIMINARY COST ESTIMATE NORTHLAKE WOODLANDS EAST COPPELL, TEXAS PAVING Item Unit No. Description ' Unit Quantity Price Cost 1. 6" - 3000~ Reinforced Concrete SY 28,000 $ 14.50' $ 406,000 Street (29' Width) 2. 6" - 3000# Reinforced Concrete SY 8,500 15.50 131,750 Alley (10' Width) 3. 6" Lime Stabilization SY 39,000 2.20 85,800 4. Excavation CY 50,000 1.50 75,000 5. Header LF 175 15.00 2,625 6. Barricade . LF 120 20.00 2,400 TOTAL PAVING ..................... $ 703~575 PRELIMINARY COST ESTIMATE NORTHLAKE WOODLANDS EAST COPPELL, TEXAS STORM DRAINAGE Item Unit No. Description Unit Quantity Price Cost 1. 36" dia. R.C. Pipe LF 300 $ 45.00 $ 13,500 2. 27" dia. R.C. Pipe LF 250 32.00 8,000 3. 24" dia. R.C. Pipe LF 60 28.00 1,680 4 21" dia. R.C. Pipe LF 870 25.00 21,750 5 18" dia. R.C Pipe LF 65 22.00 1,430 6 10' Inlets EA 14 1500.00 21,000 7 Headwall EA 1 900.00 900 8 Wye Connections EA 12 100.00 1,200 9 Concrete Riprap SY 30 20.00 600 10 Grade to Drain LF 200 5.00 1,000 TOTAL STORM DRAINAGE ................... $ 71,060 PRELIMINARY COST ESTIMATE NORTHLAKE WOODLANDS EAST COPPELL, TEXAS HATER MAINS Item Unit No. Description Unit Quantity Priae Cost 1. 10" dia. Pipe with Embedment LF 2,300 S 12.00 $ 27,600 2. 8" dia. Pipe with Embedment LF 1,100 10.00 11,000 3. 6" dia. Pipe with Embedment LF 5,500 8.00 44,000 4 lO"Valves EA 3 600.00 1,800 5 8"Valves EA 5 400.00 2,000 6 6" Valves EA 19 300.00 5,700 7 Fire Hydrants EA 8 800.00 6,400 8 Connections to Existing System EA 1 600.00 600 9 Tapping Sleeves and Valves EA 3 1500.00 4,500 10. Street Crossings EA 3 lO00.O0 3,000 ll. C.I. Fittings TONS 3 1800.00 5,400 12. Services EA 160 250.00 40,000 13. Concrete Blocking CY 20 70.00 1,400 TOTAL WATER MAINS ..................... S 153,400 3 PRELIMINARY COST ESTIMATE NORTHLAKE WOODLANDS EAST COPPELL, TEXAS SANITARY SEWER MAINS Item Unit No. Description Unit Quantity Price Cost 1. 8" dia. P.V.C. Pipe w/Embedment LF 3,300 $ 12.00 ' '$ 39,600 2. 6" dia. P.V.C. Pipe w/Embedment LF 4,700 10.00 47,000 3. Manholes EA 12 1400.00 16,800 4. Cleanouts EA 8 200.00 1,600 5. Laterals EA 160 220.00 35,200 6. Connection to Existing System EA 1 200.00 200 7. Miscellaneous & Embedment L.S. 10,000 TOTAL SANITARY SEWER MAINS .............. $ 150,400