Drawings-AMD0002_0002.pdf

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Attached to
Leadville Water Treatment Plant
Solicitation number
140R4023R0011
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Text version

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Existing River Road (CR91b)

WTP BUILDING

TO BE REMOVED Storage building to be removed

Ex ist ing

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N:1526341.45 E:2778384.74

Remove fence to the east N:1526208.31 E:2778482.45

Remove existing sanitary sewer to the east.

See Note 6 for sanitary removal to the north.

N:1526348.03 E:2778420.89

N:1526479.77 E:2778286.62

N:1526593.69 E:2778302.27

Remove fence to the east N:1526622.04 E:2778450.80

10000

10010

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10020

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59975 9980

10005

10010

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10020

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90 9995

21.00' Water easement

N:1526240.54 E:2778433.53

El. 9993.02

ALUM CAP STN7 TPS ELEV

N:1526636.70 E:2778403.65

El. 9971.78

BRASS CAP ISDI BOM 9967.12

DH-21-1

DH-21-2

Holding pond.

See (61299-61303) for pond improvements. See specifications for re-lining information.

Mine drainage tunnel entrance to remain

Pond pump house to be renovated RE: Structural & Mech

Property line

Gravel surfacing to remain

Gravel surfacing to be removed

See Note 1Concrete to be removed

Concrete to be removed

Gravel surfacing to be removed to the hatching extents shown

Concrete to be removed

Concrete spillway to remain

Gravel surfacing to remain

Gravel access road to remain

Gravel surfacing to remain

Remove gravel surfacing to the north

Remove gravel surfacing to the east

Gravel surfacing to remain

Gravel surfacing to be removed

Gravel/ unpaved drive to be removed

Remove gravel surfacing to the west

Road to remain

Road to remain

Overhead electric line to remain

Inlet to remain

Property Line

Fence to remain

Fence to be removed

Influent lines to remain

Storm inlet to be removed

Gas line to be relocated by Xcel

See Note 1

Gas line to be relocated by XCEL

Leach field to be removed

Sanitary wet well to be removed

Electric & communications line to be removed.

Re: Electrical

Remove 6" PVC foundation drain to the east

Emergency warning system to remain

Re: Elec for electrical connection

See specifications for influent line removal phasing

Existing septic tank, see Note 6

Emergency warning system to remain

Re: Elec for electrical connection

Power pole to remain

Swing gate to remain

Aspen trees to remain

Flag pole to be relocated

Fuel storage tank to be relocated

Container building to be relocated

Electrical equipment to be removed

Remove shed

Container building to be relocated

Communication box to be removed

Existing fiber optic line to remain

Grated manhole to remain

Inlet to remain

Existing storm sewer

Existing foundation drain outlet pipe

Existing effluent line

Existing dewatering manhole to remain, see

Note 8 & (60570)

Contractor to verify existing location and elevation of 6" PVC outfall prior to construction.

See storm plans for storm sewer removal limits

Power pole to remain

Existing signs to remain

Existing gate to be removed and replaced

Power pole to remain

Remove gravel surfacing to the east

Concrete to be removed

Gravel surfacing to be removed

NOTES

1. Existing grading and site layout information shown are based on plans for the early grading phase of the project.

Existing grades shown on the plan may vary from field conditions.

2. Contractor to verify existing grades and horizontal & vertical locations of utilities prior to the start of construction in accordance with the specifications. Notify Government of any conflicts or discrepancies immediately.

3. The engineer assumes no responsibility for buried utilities. The contractor is responsible for locating and protecting all utilities prior to and during construction.

4. Limits of removal are approximate.

5. Trees and natural foliage are not shown.

6. Location of the existing septic tank has not been field verified. Remove the existing septic tank and service line to the north once the new water treatment plant's sanitary sewer facilities are operational.

7. See specifications for additional demolition information.

8. Adjust manhole rims, inlet grates, valve boxes, and electrical boxes to final finished grade unless otherwise specified, see specifications for information.

9. All material that is demolished shall be legally disposed of off-site.

10. See specifications for sequencing of the existing water treatment plant and utility demolition.

11. Refer to specification Section 02 41 00 - Demolition.

12. Existing bollards to be removed unless otherwise specified.

13. Work inside of this perimeter to use Building wage determination rates. All other areas of work to use Heavy Civil wage determination rates.

PLAN - EXISTING CONDITIONS AND DEMOLITION

SCALE: 1"=30'

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CIVIL

DENVER, CO 2022-08-26

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -Plant Structures Group

David Kresin, P.E.

Sterling Westfall, P.E.

EXISTING CONDITIONS

AND DEMOLITION PLAN

1335-D-60558 0 60'30'

Fence

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Sanitary Sewer

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Wage Determination, see note 13

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001_1335-D-60553_Rev2
002_1335-D-60554_Rev2
006_1335-D-60558_Rev2
133_1335-D-60629_Rev2
136_1335-D-60632_Rev2
137_1335-D-60633_Rev1
139_1335-D-60635_Rev2
140_1335-D-60636_Rev1
141_1335-D-60637_Rev1
142_1335-D-60638_Rev1
149_1335-D-60645_Rev1
155_1335-D-60651_Rev1
158_1335-D-60654_Rev1
159_1335-D-60655_Rev1
160_1335-D-60656_Rev1
162_1335-D-60658_Rev2
1335-D-60553 ShtNo Rev2: 1
1335-D-60554 ShtNo Rev2: 2
1335-D-60558 ShtNo Rev2: 6
1335-D-60629 ShtNo Rev2: 133
1335-D-60632 ShtNo Rev2: 136
1335-D-60633 ShtNo Rev1: 137
1335-D-60635 ShtNo Rev2: 139
1335-D-60636 ShtNo Rev1: 140
1335-D-60637 ShtNo Rev1: 141
1335-D-60638 ShtNo Rev1: 142
1335-D-60645 ShtNo Rev1: 149
1335-D-60651 ShtNo Rev1: 155
1335-D-60654 ShtNo Rev1: 158
1335-D-60655 ShtNo Rev1: 159
1335-D-60656 ShtNo Rev1: 160
1335-D-60658 ShtNo Rev2: 162

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