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Fort Walton Beach Resolution — 2024-18 Authorizing $48,400 to FDOT for Eglin Pkwy Improvements — reading text

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250. 00 per manhole = $ 26,000. 00 8 valve boxes x $ 2, 800. 00 per valve box = $ 22, 400. 00 Grand Total = $ 48,400.00 Docusign Envelope ID: C46140C1- 66A5- 406E- 851F- 8F4ED224FEB8 Summary of UBIRy AdjustmentsrRID 4511813- 1- 52-04 . i F— Location Quantity Total Quantity Pay Item Units of Pay Item Description Begin End Design Notes Construction Remarks Number Measure P F P F I Alignment Side Element ID Stadon Station 0425 5 f Manholn, Adjust EA 1 a BL_SR85 23+ 33. 18 LT Sanitary 1 BL SR85 30+ 36.08 LT Sanitary 1 BL SR85 30+ 93. 39 +— LT Sanitary 1 BL SR85 33+ 73.00 LT Sanitary r 1 BL SR85 38+ 83. 79 LT Sanitary 1 BL SR85 39+ 40. 15 LT Sanitary 1 BL SR85 42+39.45 LT Sanitary 1 BL_SR85 45+ 10. 26 LT Sanitary 04266 ! Valve Boxes, Adjust EA 1 8 BL_ SR85 17+ 60.71 RT Water Valve - 1 BL SR85 11+ 62. 13 RT Water Valve 1 BL SR85 20+20.80 RT Water Verve 1 BL SR85 39+ 34, 5$ RT Water Valve 1 BL SR85 70+ 00.27 RT Water Valve 1 BL SR68 137+ 42.42 RT Water Valve 1 BL SR85 137+ 56.23 RT Water Valve 1 BL SR85 137+ 60.83 RT Water Valve 9MM2"9MM2" 2:2: 5173D5173D PMPM PagePage 4141 ofof 118118 Docusign Envelope ID: C4614OC1- 66A5- 406E- 851F- 8F4ED224FEB8 0 25 W Feet CITY OF FORT WALTON BEACH UTILITIES This is not a survey. For Reference Use On E-- 5 on 314' Ct Ppy oq R6 CUNVE DATA CURVE P1 = TRAVEL LANE5l7UAN LANES Sa85. j5 Cast lrt>n PI 6 - STA. = MILLING 6 RE5UAFACiNG 15' 2] 1.50• ( LT) M" -m Lnv` 02- 48 - 8' 7erm C,* a Q& beam Meo - UP®Neem Jnv - 40-573 MILL DEPTH TRANSITION 1 Downstre r 573. 07 am lne: 10. 906 _ ry 573. 07 STA. 2+ 95. 89 i--_ m •. PT STA. 8+ 64- 96 e = MATCH EXIST, O y Ny p BEGIN PAUJELT a4 BEGIN MILLTXG 6 RE5URFACJNG x STA. + 7. 05 _ 4 ETYPE F 77. 06 CURB URB & Gl1TTER ( TYP.) EDGE OF PAVEMENT EXIST. TYPE F + 40•W v' CURB & GUTTER ITTP.) EXIST. RAN 17.06 - EXI5T. TYPE F - ~ 2 SURVEY SR 85 •+ p 33.08' LT. CURB & GUTTER ( TYP.) !! -

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