14-15. 45th and Lamar Project Overview.pdf
PDF 4 MB Posted
- Solicitation number
- BVB 411-26 YM
- Issued by
- Nueces County, Texas
About this file
This is a Project Overview document for the 45th and Lamar Drainage Project prepared by Kimley-Horn and Associates, Inc. for the City of Amarillo in Randall County, Texas. The document presents a comprehensive site plan for storm drain improvements at the intersection of SW 45th Avenue and S. Lamar Street. The project includes the installation of multiple storm drainage components, including six junction boxes ranging from 5' x 5' to 10' x 7' in dimensions, numerous curb inlets (both B-30 and B-15 types), and reinforced concrete pipe (RCP) storm sewer lines ranging from 24 inches to 60 inches in diameter. The plan also identifies the removal of existing storm sewer network components to the north and the installation of an energy dissipator to manage stormwater flow. The site plan indicates existing underground utilities including fiber optic lines, water distribution lines, sanitary sewer lines, natural gas lines, telephone lines, and overhead electric lines that must be coordinated during construction. The document was designed by KHA, with the project number 0612100025, and is dated April 2026 as noted on the engineering drawings.
The document serves as a preliminary design overview and is explicitly marked as "Not for construction or permit purposes" and "For review only," indicating this is an early-stage planning document rather than final construction documentation. The plan encompasses approximately 4 acres of the project area bounded by 45th Avenue, Lamar Street, Hardin Drive, and Georgia Street, with proposed temporary construction easements and permanent drainage easements identified. The engineering work was completed by Hayden M. Morris, a licensed Texas Professional Engineer (P.E. No. 142473), with the project being the responsibility of the City of Amarillo. No specific pricing information, contract award dates, response deadlines, or funding sources are detailed within this project overview document.
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Not for construction or permit purposes.
FOR REVIEW ONLY
Engineer
P.E. No. Date
HAYDEN M. MORRIS
142473 APRIL 2026
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EX WTR EXISTING UNDERGROUND WATER DISTRIBUTION LINE
EX 6in WTR EXISTING UNDERGROUND 6" WATER DISTRIBUTION LINE
EX GAS EXISTING UNDERGROUND NATURAL GAS LINE
EX 6in SAN SEWER EXISTING UNDERGROUND 6" SANITARY SEWER LINE
EX TELE EXISTING UNDERGROUND TELEPHONE LINE
OHE EXISTING OVERHEAD ELECTRIC LINE
UG ELEC EXISTING UNDERGROUND ELECTRIC LINE
EX 18in STRM EXISTING 18" STORM SEWER LINE
EX 24in STRM EXISTING 24" STORM SEWER LINE
EX 60in STRM EXISTING 60" STORM SEWER LINE
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED PERMANENT
DRAINAGE EASEMENT
4:1 SET
45TH AVENUE
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00 50' 100'
22X34 (PRIMARY) PAPER SIZES
11X17
STORM CURB INLET
B-30 CURB INLET NO. 1 STORM CURB INLET
B-30 CURB INLET NO. 2 STORM CURB INLET
B-15 CURB INLET NO. 1
STORM CURB INLET
B-15 CURB INLET NO. 2
STORM CURB INLET
B-30 CURB INLET NO. 3
STORM CURB INLET
B-30 CURB INLET NO. 5
STORM CURB INLET
B-30 CURB INLET NO. 6
STORM CURB INLET
B-15 CURB INLET NO. 3
STORM CURB INLET
B-15 CURB INLET NO. 1
5' X 5' JUNCTION BOX NO. 1 6' X 6' JUNCTION BOX NO. 1
7' X 6' JUNCTION BOX NO. 1
6' X 6' JUNCTION BOX NO. 3
6' X 6' JUNCTION BOX NO. 4
6' X 6' JUNCTION BOX NO. 5
6' X 6' JUNCTION BOX NO. 2
42" RCP 48" RCP
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54" RCP
54" RCP
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42" RCP
EXISTING STORM SEWER
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PROPOSED
ENERGY DISSIPATOR
DISCONNECT THIS PIPE FROM
EXISTING STORM SEWER TO THE
NORTH
45TH AVENUE
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10' X 7' JUNCTION BOX NO. 1
| Sheets and Views |
| OVERALL STORM PLAN |
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