Revised_Viera_I95_Reuse_Sheet_Page_8.pdf
PDF 856 KB Posted
- Solicitation number
- B-7-25-12
- Issued by
- Brevard County, Florida
About this file
This document is a utility services engineering design plan sheet prepared by Atkins for Brevard County, Florida's Utility Services Department, specifically detailing the Viera/I-95 Extended Reuse Transmission project. The engineering plan sheet provides a detailed horizontal and vertical profile of a proposed 16-inch reclaimed water main (RWM) extension along Viera Boulevard, crossing Interstate 95 via bore and jack method. The technical drawing includes precise elevation measurements, piping configurations, and geographical positioning from station 25+00 to 33+00, indicating a comprehensive infrastructure engineering design for municipal water infrastructure expansion.
The drawing reveals technical specifications for utility infrastructure installation, including proposed pipe diameters, elevation changes, and strategic routing across challenging terrain and highway infrastructure. The design appears to be part of a municipal infrastructure improvement project aimed at extending reclaimed water transmission capabilities in the Viera area of Brevard County. The document is electronically sealed by a professional engineer and includes standard engineering notation and scale measurements, suggesting this is a finalized design ready for potential construction bidding or implementation.
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Other files
| File | Type | Posted |
|---|---|---|
| B7-25-12_Notice_of_Award.pdf | ||
| Bid_Tabulation-Intent_to_Award.pdf | ||
| Addendum_2.pdf | ||
| Addendum_1.pdf | ||
| PRINTING_INSTRUCTIONS.pdf | ||
| B-7-25-12_Inv_&_Specs.pdf | ||
| Viera_I95_Reuse_Transmission_Bid_Plan_Set.pdf | ||
| 100_Specs_Div_2_to_5_and_App.pdf |
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33+00 www.atkinsglobal.com Fax. (407) 806-4500 Tel. (407) 647-7275 Orlando, FL 32810 482 South Keller Road
NOTICE:
The information in this document was prepared by Atkins. While Atkins has taken all reasonable steps to assure the accuracy of the information contained in this document, it cannot guarantee that changes or alterations to this document will not be made by persons other than Atkins personnel after the document leaves the possession of Atkins. Changes or alterations may be safety related and result in damage to property, personal injury or death. If verification of the information contained in this document is needed, contact should be made directly with Atkins.
This document must be compared to the original hard copy, with certified raised seal, if applicable, in order to insure the accuracy of the information contained therein and to further insure that no changes, alterations or modifications have been made to the document. No reliance should ever be made on a documentation transmitted or reviewed by computer or other electronic means unless it is first compared to the original. Atkins makes no warranties, express or implied, concerning the accuracy of the information contained in any document transmitted or reviewed by computer or other electronic means.
100076505
J. ALEXANDER
C. SETZER
F. VASQUEZ
F. VASQUEZ
State of Florida Seal
This document has been electronically signed and sealed by Ferdinand A. Vasquez, P.E. Printed copies of this document are not considered signed and sealed. The signature must be verified on the electronic document.
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NOT PLATTED
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FDOT LIMITED ACCESS R/W
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FDOT LIMITED ACCESS R/W
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FDOT LIMITED ACCESS R/W
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FDOT LIMITED ACCESS R/W
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FDOT LIMITED ACCESS R/W
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EXISTING GRADE
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EXISTING GRADE
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EXISTING GRADE
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189 LF 30" STEEL CASING
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170 LF 30" STEEL CASING
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220 LF 30" STEEL CASING
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16" BEND 22.50 STA: 28+20 N: 1429891.63 E: 743521.86
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CLIENT
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PROJECT
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TASK
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ORIGINAL
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REVISIONS:
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SHEET
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DESIGNED
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CHECKED
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APRV'D
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JOB NO.
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DRAWN
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FERDINAND VASQUEZ, P.E.
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FLORIDA REGISTRATION #69248
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TAMPA, FLORIDA 33607
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4030 WEST BOY SCOUT BOULEVARD, SUITE 700
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BREVARD COUNTY, FLORIDA
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UTILITY SERVICES DEPARTMENT
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STATE OF
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VIERA BLVD AND 1-95
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I-95 (SB)
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MATCHLINE - FOR CONT. SEE SHT. 9
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MATCHLINE - FOR CONT. SEE SHT. 7
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I-95 (NB)
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VIERA BLVD
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VIERA BLVD
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RIGHT OF WAY
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660 FOOT EAGLE BUFFER
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SB-5 N: 1429909.70 E: 742888.67
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SB-6 N: 1429884.59 E: 743726.55
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SB-5
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SB-6
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EXISTING WM
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EXISTING WM
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SCALE: 1" = 40'
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I-95 (NB)
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I-95 (SB)
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330 FOOT EAGLE BUFFER
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RIGHT OF WAY
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RIGHT OF WAY
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%%ULEGEND
AutoCAD SHX Text INDICATES APPROXIMATE LOCATION OF JACK & BORE ENTRY PIT (12'x60') OR EXIT PIT (12'x 20')
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INDICATES AREA OF OPEN CUT INSTALLATION
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EXIST. 26" NATURAL GAS TRANSMISSION PIPELINE
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ADD #1 12/30/24
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