Sugar Mill Rd Design Plans 3
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This document contains elevation data and design plans for road improvements along Sugar Mill Road from station 5+53.16 to station 8+00. Key details include the peak vehicle intersection elevation of 388.63 feet, a high point of 388.05 feet at station 6+61.01, and notes about transitions in the road, existing wood lines and fences, and overhead power lines along the route. It provides the design specifications needed to construct road upgrades within this segment of Sugar Mill Road.
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The document appears to be listing various types of construction equipment along with their weights, fuel consumption rates, and other specifications. It includes sections for equipment used for drilling, earthmoving, compaction, and other construction tasks. For each piece of equipment, it provides details like power, weight, fuel consumption in hours or kilograms, and estimated daily and monthly operating costs.
Bảng giá thiết bị đóng cắt Fuji Electric
Bảng giá thiết bị : MCCB, MCB, ELCB, RCBO, Contactor, ACB
Beeteco.com là trang mua sắm trực tuyến thiết bị điện - Tự động hóa uy tín tại Việt Nam.
Chuyên cung cấp các thiết bị: Đèn báo nút nhấn, Relay, Timer, Contactor, MCCB ELCB, Biến tần, Van, Thiết bị cảm biến, phụ kiện tủ điện, .... Từ các thương hiệu hàng đầu trên thế giới.
www.beeteco.com @ Công ty TNHH TM KT ASTER
Số 7 Đại Lộ Độc Lập, KCN Sóng Thần 1, P. Dĩ An, Tx. Dĩ An, Bình Dương
Similar to Sugar Mill Rd Design Plans 3 (20)
Automated Interpretation of Wireline and LWD Formation Testing Dynamic Data
Automated Interpretation of Wireline and LWD Formation Testing Dynamic Data
Anant budhavale construction project planning funds schedule
Anant budhavale construction project planning funds schedule
Anant budhavale construction project planning funds schedule
Anant budhavale construction project planning funds schedule
Sugar Mill Rd Design Plans 3
- 1. 385 390 395 380 385 390 395 5+53.16 386.38 386.414 5+75 386.94 387.009 6+00 387.50 387.525 6+25 387.70 387.866 6+50 387.78 388.031 6+75 387.86 388.021 7+00 387.80 387.848 7+25 387.68 387.644 7+50 387.55 387.440 7+75 387.29 387.236 8+00 387.02 387.032 -0.82% PVI STA: 6+04.25 PVI ELEV: 388.63 K: 35.58 LVC: 171.61 BVCS:5+18.44 BVCE:385.19 EVCS:6+90.06 EVCE:387.93 HIGH PT. STA: 6+61.01 HIGH PT ELEV: 388.05 NL 510 IL BOX IPF CMO OHP OHP GUY GUY S SSMH AIR VALVE NL 619 IPF 2 OP SCEG(OHP)x SCEG(OHP)x 6+00 7+00 8+00 386' 387' 388' 389' N/F E M SCHLAEFER JR FAMILY LP TMS# 001700-03-017 387.5' 387.5' 386.0' 386.5' 387.0' 387.0' 388.0' 388.0' NEW 20' R/WNEW 20' R/W NEW 20' R/W EX. WOODLINE EX. FENCE EX. WOODLINE N/F EDWARD H III & GAIL J YARBOROUGH TMS# 001723-01-010 EX. WOODLINE 18.0' END OF TRANSITION SEE DETAIL SHEET STATION=6+86.01 OFFSET=0.00 BEGINING OF TRANSITION SEE DETAIL SHEET STATION=6+36.01 OFFSET=0.00 SCEG(OHP)x SCEG(OHP)x SCEG(OHP) MATCHLINE-2 ATSTATION-5+53.16 MATCHLINE-3 ATSTATION-8+02.11 LEGEND DEMO WOODLINES EX. RD EDGE NEW ASPHALT EX. OVERHEAD POWER EX. POWER POLE POWER POLE GUIDE WIRE SSMH AIR VALUES 1804 Le xingtonCoun ty S outh Caroli na We TrustIn God DESCRIPTIONMARKAPPR.DATE STA5+53.16TO8+00 SUGARMILLRDPLANVIEW SOLICITATIONNO.: FILENAME: DWNBY:CKDBY: DESIGNEDBY:DATE: FILENUMBER: SIZE: SUBMITTEDBY: PLOTSCALE:PLOTDATE: CONTRACTNO.: LEXINGTONCOUNTY PUBLICWORKS DEPARTMENT 440BALLPARKRD LEXINGTON,SC29072 FILENO. CONTRACTNO. SOLICITATIONNO. DATE CHECKEDBY PLOTDATEPLOTSCALE SUBMITTEDBY DRAWNBY DESIGNER ANSIFFILENAME SHEET IDENTIFICATION SHEET OF YX C-03 VERT: 1" = 2' HORZ: 1" = 20' Feet 0 20 40