Temporary Construction Fencing_0003.pdf
PDF 2 MB Posted
- Attached to
- LITTLE SAHARA VISITOR CENTER CONSTRUCTION & DEMO
- Solicitation number
- 140L5721R0001
About this file
This document includes a federal contract opportunity notice for construction services. The Bureau of Land Management, West Desert District is seeking a firm-fixed price contract to construct a new 3,100 square foot visitor center at the Little Sahara Recreation Area in Juab County, Utah. The selected contractor will be responsible for building construction including interior finishes, plumbing, mechanical, electrical and site work such as installing utilities, septic system, landscaping and a photovoltaic roof system. The project also requires demolition of the existing 2,800 square foot visitor center building and associated site elements. The performance period is from May to December 2021. This is a 100% small business set-aside under NAICS code 236220 with an estimated value between $1,000,000 and $5,000,000. Bonds, Davis Bacon wages and registration in SAM are required. A pre-proposal site visit will be held and any correspondence should reference solicitation 140L5721R0001.
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Text version
W
W
W
W W
W
W
W
W
W W
W
W
W
W
W
W
W W W
W
CCTV
CCTV
CCTV
C C
TV
CC
TV
CCTV
CCTV
CCTV
CCTV
O O O O O
O O
O O
O O
O O
O
O
O
O
O
O
O O O O O O O
X
X
SS
EXISTING
CXT FLUSH
RESTROOM
EXISTING CXT
LEACH FIELD
EXISTING
PAY BOOTH
PROPOSED
VISITOR
CENTER
UTILITY NOTES:
1. ALL SANITARY SEWER PIPE SHALL BE CONSISTENTLY SLOPED
WITH A MINIMUM OF 1/4" PER FT, UNLESS NOTED OTHERWISE.
2. ALL WET UTILITY MAINS SHALL BE PLACED PER DETAIL 16/C503.
3. ALL DRY UTILITY MAINS SHALL BE PLACED PER DETAIL 15/C503.
4. ALL SANITARY SEWER PIPE SHALL BE 4" PVC SDR 35 MINIMUM.
5. WATER MAIN SHALL BE HDPE SDR 11.
6. CURB STOPS OR ISOLATION VALVES SHALL BE INSTALLED TO
ISOLATE BUILDING SERVICE CONNECTIONS, REFER TO
PLUMBING DRAWINGS.
7. SEE ELECTRICAL DRAWING E101 FOR COMMUNICATION AND
POWER CONNECTION POINTS.
KEY NOTES:
1. PROVIDE 94 LF OF 4" DIA. SANITARY SEWER SERVICE AND ROUTE
TO SEPTIC TANK, MIN SLOPE OF 1/4" PER FOOT.
2. PROVIDE 140 LF OF 4" DIA. SANITARY SEWER MAIN FROM
EXISTING CONNECTION TO PROPOSED SEPTIC DRAINFIELDS, MIN
OF 1/4" PER FT SLOPE.
3. PROVIDE SANITARY SEWER CLEANOUT PER DETAIL 19/C504.
DOUBLE (DBL) AS INDICATED.
4. CONNECT TO EXISTING SANITARY SEWER LINE WITH WYE TO THE
WEST OF THE BULL RUN VALVE.
5. PROVIDE 3-WAY BULL RUN VALVE OR APPROVED EQUAL TO
DIRECT FLOW TO EITHER THE EXISTING OR PROPOSED
DRAINFIELD PER DETAIL 18/C504.
6. TAP INTO EXISTING WATER MAIN AND PROVIDE 68 LF OF 2" DIA.
POTABLE WATER MAIN TO PROPOSED VISITOR CENTER.
7. CUT AND CAP EXISTING WATER LINE TO EXISTING VISITOR
CENTER AFTER NEW VISITOR CENTER IS COMPLETE.
8. PROVIDE SEPTIC DRAINFIELD. REFER TO DETAIL 17/C504.
9. PROVIDE NEW STORM DRAIN CATCH BASIN AND UNDERGROUND
INFILTRATOR DRAINFIELD PER DETAIL 6/C501 AND 21/C505.
10. PROVIDE 2 FT BY 8 FT PAD FOR COOLING UNITS PER DETAIL
13/C503.
5 4
MINIMUM 3,750
GAL SEPTIC
TANK
~129'
~4 7' 9
VALLEY GUTTER FLOW LINE
EL. = 5224.92
MATCH EXISTING
ELEVATION AT JOINT
DBL
EXISTING RECREATION
BUNKHOUSE SEPTIC TANK
3 DBL
STATE OF UTAH
BEN L. CARTER
PR
OFESSIONAL ENGINEER
Ben L Carter Digitally signed by Ben L Carter Date: 2020.12.15 16:47:53 -07'00' ckunz Line ckunz Line ckunz Line ckunz Callout Approximately 470 feet of temporary 6' chain link construction fencing ckunz Line
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