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Coastal Systems International, Inc.
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(11-11-02) Civil Engineering Services to Design Street & Drainage Improvements
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Coastal Systems International, Inc.
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Last modified
2/8/2012 4:27:38 PM
Creation date
2/8/2012 4:25:04 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Civil Engineering Svcs
Bid No. (xx-xx-xx)
11-11-02
Project Type (Bid, RFP, RFQ)
RFQ
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<br />J <br /> <br />_COAST.AL <br /> <br />. -...-. <br />'-" ..~ <br /> <br />SYSTEMS <br />~ <br /> <br />.,.,. Ardarmn & Associates, Inc. ([j) I <br />=.::.:..a.::.: C'roochicaJ. Envirmrerla ad . HAD 0 N N E <br />~ Mltooas CorIsUlarts <br /> <br />December 2, 2011 <br />City of Sunny Isles Beach <br />Request for Qualifications <br />Civil Engineering Services to Design <br />Street and Drainage Improvements <br />RFQ No.: 11-11-02 <br />Page 20 <br /> <br />) <br /> <br />. Tied easement lines to the baseline; station and angle given <br />turned (if a pipeline project). <br />· Set centerline or base line stations every 100 feet on the ground <br />using iron rods in dirt area or P.K. nails on asphalt (if a pipeline <br />project), and show elevation of set points. <br />. On vertical control referred to the datum used (NGVD29). The <br />Department will allow the use of an assumed datum only with <br />permission in writing and under no circumstance will the <br />elevation assumed be less than 100.00. <br />. The surveyor established bench marks and temporary bench <br />marks (T.B.M.) throughout the project at approximately 1,000 <br />feet intervals (if a pipeline project). Show information on plans. <br />. The surveyor established bench marks and temporary bench <br />marks (T.B.M.) throughout the project at approximately 1,000 <br />feet intervals (if a pipeline project). Show information on plans. <br />. Tied the centerline to the baseline, if different, to each other (if a <br />pipeline project). <br />. Tied proposed pipe to centerline or baseline not to Right-of-Way <br />line. The surveyor tied the Right-of-Way line to the centerline or <br />the baseline (if a pipeline project) <br />. All survey information showed on plans. <br />. All points of intersections and deflection angles showed. Bearings <br />can substitute angles (if a pipeline project). Include bases of <br />bearings on plans (plat, township, etc.) <br />. Topographic information gathered will include the following: <br />. Horizontal and veltical location of visible fixed improvements <br />within project limits. <br />. Location of trees with 3-inch diameter trunks or larger. <br />. Rim, top and invert elevations of all existing sanitary sewers' <br />manholes, pump wet and dry wells, drainage culverts, manholes <br />and catch basins. <br />. Locate project site centerline low and high points with elevations. <br />. Cross-sections elevations at approximately one hundred (100) feet <br />stations of the applicable features (if a pipeline project). <br />. The centerline of the roadway <br />. Edge of the pavement <br />. Top and bottom of shoulder <br />. The centerline of swale <br />. Gutter <br />. Top of the curb <br />. Back of the sidewalk <br />. Right-of-Way line <br />. Low points and medians <br />. Any abrupt changes in grades immediately beyond the limits of <br />the project. <br /> <br />Corporate Office: 464 South Dixie Highway. Coral Gables, Florida 33146. Tel: 305.661-3655 . Fax: 305-661.1914 <br />Regional Office: 2047 Vista Parkway, Suite 101. West Palm Beach, Florida 33411 . Tel: 561-640-1003 . Fax: 561-640-1009 <br />www.coastalsvstemsint.comeinfo@coasulsystemsint.com <br />
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