C150279 Feasibility Study

• Contract/PO #: C150279
• Contractor Name: Boulder White Rock Ditch and Reservoir Company
• Contract Type: Loan
• Water District: 0
• County: Boulder
• County: Weld
• Loan Projects - Doc Type: Feasibility Study

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LATERAL
PIPELINE
LOWER LATERAL ~1
UPPER LATERAL. PIPELINE
ENLARGED PLAN
SHEET 6
PHASE 2 PIPELINE
ENLARGED PLAN
SHEET 6
PHASE 2 PIPELINE
1 ENLARGED PLAN
SHEET S
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LOWER LATERAL #1 &
LOWER LATERAL ~2
ENLARGED PLAN
SHEET 7
I LOWER LATERAL ~2 PIPELINE
1
PHASE 2 PIPELINE
I ENLARGED PIAN
SHEET 4
1
N
QI
PHASE 1 PIPELINE
ENLARGED PLAN
SHEET 3
WET WELL & PUMPHOUSE-
FOR STRUCTURAL DETAILS
SEE SHEETS 11-19,
FOR PUMPHOUSE PLAN &
DETAILS SEE SHEET 23
INLET PIPELINE
ENLARGED PLAN -SHEET 3
INTAK~ SCREEN STRUCTURE
® EN OF INLET PIPE
PLAN & PROFILE DRAWING LOCATION MAP
200 0 200
Scale in Feet
BENCHMARK DATA
TBN ~ NORTHING F/58NC ELEVATION DESCRIPTION
TBN I 14567337.69 1616980.76 - 5051.15 REBAft PIN
TBN 2 14564359.84 1616954.91 5065.83 REBAR PIN
TBN 3 14565397.03 1616956.27 5081,98 REBAlt PIN
HORIZONTAL ALIGNMENT
INLET PIPELINE
STATION NORTHING ElSfING
1+00 Y = 14562480.04 % = 1617373.49
10+00 Y = 14562780.04 X 1617373.49
HORIZONTAL ALIGNMENT
PHASE 1 PIPELINE
STATpN NORTHING FASTING
10+DO Y = 145fi2760.04 % = 1617373.49
10+07 Y = 14562787.04 % = 161738540
10+45 Y = 14561825.09 % = 1617385.00
13+59.2 Y = 1456J120.98 % = 1617474.42
HORIZONTAL ALIGNMENT
PHASE 2 PIPELINE
STATION NORTHING FASTING
10+00 Y=145fi2780.04 %=1617373.49
10+47 Y=14562787.04 X=1617J62.1J
10+34 Y=14562613.64 X=1617362.13
15+66 Y=14563190.43 X=1616985.54
16+57 Y=14563274.54 X=1616950.70
26+50 Y=14564267.12 %=1fi16950.70
26+fi4 Y=14564279.24 %=1616993.70
J7+22 Y=14565337.51 %=1616943.70
37+77 Y=14565376.20 %=16Ifi905.01
37+87 Y=14565378.79 %=1616895.35
38+]9.6 Y=14565429.fi5 %=1616906.98
DIRECTION OF VIEWER
FOR SECTION CUTS DETAIL/SECTION
NUMBER OR
LETTER
SHEET WHERE SECTION SHEEP WHERE
FIRST REFERENCED SECTION IS DRAWN
SECTION OR DETAIL
REFERENCING CONVENTION
UPPER LATERAL
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SURVEY DATA NOT
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AREA
PHASE 1 PIPELINE
OUTLET STRUCTURE
'y-PHASE` 1 PIPELINE
PI Sla = 10+45
,F WET WELL & PUMPHOUSE-FOR STRUCTURAL DETAILS
SEE SHEETS 11-19, FOR PUMPHOUSE PLAN &
FOODETAILS SEE SHEET 23
~TEST~HOLE B-1
4_ _--_ - ,
TINLEf PIPELINE-,
„ SEE SHEET 3
~iNTAKE SCREEN STRUCTURE
RESERVOIR ®END OF INLET PIPE-
EXACT HORIZONTAL LOCATION
OF STRUCTURE TO BE
DETERMINED IN FIELD
OVERALL PLAN VIEW -PHASE 1 AND PHASE 2
200 0 Z00
Scale in Feef
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EXISTING BURIED GAS PIPELINE -
APPROXIMATE LOCATION
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