Attachment__17_03_00_00_02_Drawings_Revised_0007.pdf

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Attached to
NGWSP NAVAJO CODE TALKERS SUBLATERAL Federal contract opportunity
Solicitation number
140R4021R0009
Issued by
Department of the Interior Bureau of Reclamation

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This package includes drawings and specifications for the Navajo-Gallup Water Supply Project Navajo Code Talkers Sublateral Reaches 12.1 and 12.2. The project involves construction of water conveyance pipelines, a storage tank site, and associated facilities. Drawings show plans and sections for the pipeline alignments, storage tank and foundation, drainage features, and other site details. Specifications require a prestressed concrete storage tank designed and constructed by the contractor, with a height of 95 feet and total volume of 1.5 million gallons. The project is solicited under solicitation number 140R4021R0009 and is managed by the Bureau of Reclamation within the Department of the Interior.

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Attachment__21_00_00_01_-_Specifications_09012021_0010.pdf PDF
Sol_140R4021R0009_Amd_0010.pdf PDF
Attachment__22_00_00_02_-_Drawings_09012021_0010.pdf PDF
140R4021R0009_Clarification_Questions_-_Round__5_2SEP21_0010.docx DOCX document
140R4021R0009-0010_Amendment_2SEP21_0010.pdf PDF
Sol_140R4021R0009_Amd_0009.pdf PDF
Round__4_Attachment_-_KINDER_MORGAN_STIPULATIONS_0009.pdf PDF
140R4021R0009-0008_Amendment_18AUG21_0008.pdf PDF
140R4021R0009_Clarification_Questions_-_Round__4_18AUG21_0008.docx DOCX document
Attachment__20_00_00_02_-_Drawings_16AUG21_0008.pdf PDF
Sol_140R4021R0009_Amd_0008.pdf PDF
Attachment__19_00_00_01_-_Specifications_08162021_0008.pdf PDF
140R4021R0009_Clarification_Questions_-_Round__3_11AUG21_0007.docx DOCX document
Sol_140R4021R0009_Amd_0007.pdf PDF
Attachment__18_04_00_00_02A_Dwgs_Geology_0007.pdf PDF
Attachment__16_00_00_01_-_Revised_Specifications_Amd_0007_08092021_0007.pdf PDF
140R4021R0009-0007_Amendment_11AUG21_0007.pdf PDF
140R4021R0009-0006_Amendment_3AUG21_0006.pdf PDF
Sol_140R4021R0009_Amd_0006.pdf PDF
140R4021R0009_Clarification_Questions_-_Round__2_3AUG21_0006.docx DOCX document
Attachment__15_04_00_00_02_-_Revised_Drawings_080221_11x17_0006.pdf PDF
Attachment__14_03_00_00_01_-_Revised_Specifications_FINAL_08-02-21_0006.pdf PDF
140R4021R0009_Clarification_Questions_-_Round__1_28JUL21_0005.docx DOCX document
Sol_140R4021R0009_Amd_0005.pdf PDF
Sol_140R4021R0009_Amd_0004.pdf PDF
Sol_140R4021R0009_Amd_0003.pdf PDF
140R4021R0009-0003_Amendment_19JUL21_0003.pdf PDF
Attachment__12_00_00_01_-_Revised_Specifications_07-16-21_0003.pdf PDF
Attachment__13_027_1695-D-60129_Rev_4_11x17_07-16-21_0003.pdf PDF
Sol_140R4021R0009_Amd_0002.pdf PDF
Sol_140R4021R0009_Amd_0001.pdf PDF
Attachment__2_Dwgs_06-16-2021_0001.pdf PDF
Attachment__7_WD_NM20210024_(Building).pdf PDF
Sol_140R4021R0009.pdf PDF
Attachment__11_Subcontracting_Plan_Template.docx DOCX document
Attachment__6_WD_NM20210011_(Heavy).pdf PDF
Attachment__3_00_00_02A_Drawings_Geology_and_Logs_11x17_09-23-2020.pdf PDF
Attachment__2_Dwgs_06-16-2021.pdf PDF
Attachment__9_Experience_Form.docx DOCX document
Attachment__1_00_00_01_-_Specification_06-16-2021.pdf PDF
Attachment__10_Key_Personnel_Form.docx DOCX document
Attachment__8_Past_Performance_Questionnaire.pdf PDF
Attachment__5_00_00_02_Drawings_061-132_11x17_05-17-2021.pdf PDF
Attachment__4_00_00_02_Drawings_001-060_11x17_06-16-2021.pdf PDF
140R4021R0009_RFP_Code_Talker_24JUN21.pdf PDF
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SITE PLAN

PLAN

DENVER, CO

1695-D-60160

2020-08-26

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DESIGNED

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TECH. APPR.

APPROVED

PEER REVIEWER -

B. D. VanOtterloo

B. D. VanOtterloo

Justin L. Dorough

Orgren, Lisa F P.E.

Bernstein, Alfred I P.E.

Manager - Plant Structures Group

RE

V

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R el ea se d

AutoCAD SHX Text 24" Steel manifold pipe (Typ.)

AutoCAD SHX Text Overflow and Drain Vault No. 1, see (60166)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Reach 12.1 line pipe

AutoCAD SHX Text

AutoCAD SHX Text N 40°49'52" W

AutoCAD SHX Text S=0.015

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Reach 12.2 line pipe

AutoCAD SHX Text Black Hat Storage Tank

AutoCAD SHX Text

AutoCAD SHX Text S=varies

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S=varies

AutoCAD SHX Text 24" HDPE overflow and drain HDPE overflow and drain pipe (Typ.), see (60138)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text S=varies

AutoCAD SHX Text S=varies

AutoCAD SHX Text Black Hat overflow drain and pipe

AutoCAD SHX Text S=varies

AutoCAD SHX Text 14" Steel manifold drain pipe (Typ.)

AutoCAD SHX Text 16.0' Access road

AutoCAD SHX Text Extents of yard

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text 6' Chain link fence (Typ.)

AutoCAD SHX Text Extents of yard

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text Drainage channel, CP-4

AutoCAD SHX Text Riprap lined drainage channel. For drainage channel details, see (60161)

AutoCAD SHX Text See Note 7

AutoCAD SHX Text See Note 7

AutoCAD SHX Text (60161)

AutoCAD SHX Text (60161)

AutoCAD SHX Text Tank foundation drain pipe, see Note 8

AutoCAD SHX Text Tank foundation drain pipe, see Note 8

AutoCAD SHX Text Yard, HP El. 7069.6, see Note 9

AutoCAD SHX Text Service yard extents, CP-1

AutoCAD SHX Text Drainage channel LP, CP-5

AutoCAD SHX Text Drainage channel HP, CP-6

AutoCAD SHX Text Drainage channel, CP-7

AutoCAD SHX Text Drainage channel, CP-8

AutoCAD SHX Text Drainage channel, CP-9

AutoCAD SHX Text Drainage channel LP, CP-10

AutoCAD SHX Text (60161)

AutoCAD SHX Text (60161)

AutoCAD SHX Text 24" Steel manifold pipe (Typ.)

AutoCAD SHX Text Storage tank

AutoCAD SHX Text Drainage channel HP, CP-3

AutoCAD SHX Text Extents of erosion control blanket (Typ.), see Note 10

AutoCAD SHX Text Riprap lined drainage channel. For drainage channel details, see (60161)

AutoCAD SHX Text Storage tank

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Permanent easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Permanent easement

AutoCAD SHX Text Existing building

AutoCAD SHX Text Extents of erosion control blanket (Typ.), see Note 10

AutoCAD SHX Text Existing fence, see Note 11

AutoCAD SHX Text 16.0' Double swing gate

AutoCAD SHX Text Existing fence, see Note 11

AutoCAD SHX Text (60161)

AutoCAD SHX Text Existing building

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Yard, El. 7068.6

AutoCAD SHX Text Service yard extents, CP-2

AutoCAD SHX Text 6" Thick gravel surfacing over non-woven geofabric

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text PVC Tank foundation drain pipe LP and and PVC tee (below), see Note 8

AutoCAD SHX Text

CP-12

AutoCAD SHX Text

CP-11

AutoCAD SHX Text Overflow and Drain Vault No. 2, see (60167)

AutoCAD SHX Text Extents of yard

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text See Note 12

AutoCAD SHX Text Sta. 122010+90.00. End of steel manifold pipe and begin of Reach 12.2 line pipe

AutoCAD SHX Text Sta. 121634+32.61 . End of Reach 12.1 line pipe and start of steel manifold pipe

AutoCAD SHX Text S=varies

AutoCAD SHX Text Air Valve Vault (60150)

AutoCAD SHX Text

EL. 7068.6

AutoCAD SHX Text

CP 13

AutoCAD SHX Text

1. For Structural Design Data, see (60161). For Structural Design Data, see (60161). 2. For Reach 12.1 line pipe location and details, see (60125). For Reach 12.1 line pipe location and details, see (60125). 3. For Reach 12.2 line pipe location and details, see (60254). For Reach 12.2 line pipe location and details, see (60254). 4. Storage tank is conceptual and shall be Contractor-designed. Storage tank is conceptual and shall be Contractor-designed. See Specifications for tank and tank foundation design requirements. 5. Contour intervals are 2.0 ft. Contour intervals are 2.0 ft. 6. Permanent cut slopes required for the construction of the Permanent cut slopes required for the construction of the site shall be 2:1 maximum, and permanent placement slopes required for the construction of this site shall be 2:1 minimum. 7. Extend the riprap lined channel as directed by the COR at Extend the riprap lined channel as directed by the COR at drainage channel low points. Transition the drainage channel slope to tie into existing grade. 8. The tank foundation drain pipe is required for a prestressed The tank foundation drain pipe is required for a prestressed concrete storage tank only. The tank foundation drain pipe shall be Contractor-designed. Daylight the drain pipe into the riprap-lined drainage channel as shown. See Specifications for additional tank foundation drain design requirements. 9. Provide a 10% slope for a distance of 10 feet around the Provide a 10% slope for a distance of 10 feet around the storage tank foundation as shown. Local adjustments to gravel surfacing shall maintain the yard H.P. elevation and promote positive drainage away from the storage tank. 10. Place erosion control blanket over permanently exposed 2:1 Place erosion control blanket over permanently exposed 2:1 cut slopes and placement slopes and as directed by the COR. 11. Existing fence to be removed and relocated to the Existing fence to be removed and relocated to the permanent easement extents as directed by the COR. 12. Locally adjust the finished gravel surfacing elevation around Locally adjust the finished gravel surfacing elevation around the air valve vault and Overflow and Drain Vault No. 1 and No. 2 as directed by the COR. Provide a 0.5-ft elevation offset between top of gravel and the top of vault finished concrete elevation. 13. For chain link fencing and double swing gate details, see For chain link fencing and double swing gate details, see 40-D-7016. 14. For guard post details, see 40-D-60002.For guard post details, see 40-D-60002.

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text CIVIL ACCESS ROAD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60155 1695-D-60155 WATER CONVEYANCE STA. 121600+00 TO END PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60125 1695-D-60125 STA. 122010+00 TO STA. 122050+00 PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60254 1695-D-60254 HYDRAULIC EQUIPMENT STEEL MANIFOLD PIPE _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60179 1695-D-60179 STORAGE TANK PRESTRESSED CONCRETE TANK OPTION _ _ _ _ _ _ _ _ 1695-D-60162 1695-D-60162 STEEL TANK OPTION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60185 1695-D-60185 ELECTRICAL EQUIPMENT SITE CONDUIT PLAN_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60189

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PLAN

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SCALE OF FEET

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NOTES

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TANK DATA

AutoCAD SHX Text

AutoCAD SHX Text 1,500,000

AutoCAD SHX Text TANK HEIGHT (ft)

AutoCAD SHX Text TOTAL VOLUME (gal)

AutoCAD SHX Text 95.00

AutoCAD SHX Text TANK DIAMETER (ft)

AutoCAD SHX Text Black Hat Storage Tank

AutoCAD SHX Text

TANK DESIGNATION

AutoCAD SHX Text

STATION -1

AutoCAD SHX Text

CP-2

AutoCAD SHX Text

OFFSET -2

AutoCAD SHX Text

POINT

AutoCAD SHX Text

CONTROL POINTS

AutoCAD SHX Text

CP-5

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CP-4

AutoCAD SHX Text

CP-8

AutoCAD SHX Text

CP-7

AutoCAD SHX Text

CP-1

AutoCAD SHX Text

CP-9

AutoCAD SHX Text

CP-10

AutoCAD SHX Text -26.83

AutoCAD SHX Text -26.83

AutoCAD SHX Text 121634+32.61

AutoCAD SHX Text

ELEVATION -3

AutoCAD SHX Text

CP-6

AutoCAD SHX Text

7067.0 (gs)

AutoCAD SHX Text

CP-3

AutoCAD SHX Text -1 Station is relative to the end of Reach 12.1 line pipe station Sta. 121634+32.61 bearing N 40°49'52" W. °49'52" W. 49'52" W. . -2 Offset (±) is relative to the Reach 12.1 alignmentdirection of flow. A positive (+) offset refers to the right side of the alignment looking downstream and a negative (-) offset refers to the left side of the alignment looking downstream. -3 Elevation indicated is to the top of gravel surfacing (gs), drainage channel riprap (r), concrete (c), or grating (g).

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text All vertical elevations are based on NAVD1988 vertical datum. Horizontal datum is shown in New Mexico State Coordinate System, West Zone (NAD83).

AutoCAD SHX Text 121637+87.61

AutoCAD SHX Text

7067.0 (gs) (gs)

AutoCAD SHX Text 121634+30.55

AutoCAD SHX Text -7.83

AutoCAD SHX Text

7065.9 (r) (r)

AutoCAD SHX Text 121634+30.85

AutoCAD SHX Text -28.57

AutoCAD SHX Text

7065.8 (r) (r)

AutoCAD SHX Text 121636+99.53

AutoCAD SHX Text -34.66

AutoCAD SHX Text

7063.1 (r) (r)

AutoCAD SHX Text 121634+30.55

AutoCAD SHX Text 14.17

AutoCAD SHX Text

7065.9 (r) (r)

AutoCAD SHX Text 121634+28.69

AutoCAD SHX Text 187.07

AutoCAD SHX Text

7064.2 (r) (r)

AutoCAD SHX Text 121637+02.59

AutoCAD SHX Text 194.16

AutoCAD SHX Text

7061.5 (r) (r)

AutoCAD SHX Text 121637+10.48

AutoCAD SHX Text 191.06

AutoCAD SHX Text

7061.4 (r) (r)

AutoCAD SHX Text 121637+53.90

AutoCAD SHX Text 149.34

AutoCAD SHX Text

7060.8 (r) (r)

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ABBREVIATIONS

AutoCAD SHX Text Centerline Centerline CP Control Point Control Point CJ Control Joint (d) dowel El. Elevation Elevation HP High Point High Point LP Low Point Low Point Typ. TypicalTypical

AutoCAD SHX Text

CP-11

AutoCAD SHX Text

CP-13

AutoCAD SHX Text 121635+84.19

AutoCAD SHX Text 100.57

AutoCAD SHX Text

7069.50 (g) (g)

AutoCAD SHX Text 121634+38.61

AutoCAD SHX Text 17.00

AutoCAD SHX Text

7068.00 (c) (c)

AutoCAD SHX Text

CP-12

AutoCAD SHX Text 121636+03.19

AutoCAD SHX Text 109.62

AutoCAD SHX Text

7069.00 (c) (c)

AutoCAD SHX Text

AutoCAD SHX Text 2021-08-04

AutoCAD SHX Text D

AutoCAD SHX Text Dorough, Justin L P.E.

AutoCAD SHX Text

REVISED TANK HEIGHT IN TANK DATA TABLE.

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PRESTRESSED CONCRETE

STORAGE TANK OPTION

GENERAL ARRANGEMENT

PLAN AND SECTIONS

DENVER, CO

1695-D-60162

2020-08-26

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TECH. APPR.

APPROVED

PEER REVIEWER -

B. D. VanOtterloo

B. D. VanOtterloo

Justin L. Dorough

Orgren, Lisa F P.E.

Bernstein, Alfred I P.E.

Manager - Plant Structures Group

RE

V

NO

R el ea se d

AutoCAD SHX Text

PLAN

AutoCAD SHX Text Concrete wall

AutoCAD SHX Text Edge of post-tensioned tank foundation

AutoCAD SHX Text Exterior ladder, platform, and interior ladder, (not shown) (60186)

AutoCAD SHX Text

1.5 MG STORAGE TANK

AutoCAD SHX Text Edge of conventionally reinforced concrete or post-tensioned, concrete roof

AutoCAD SHX Text 14" Steel manifold drain outlet pipe (below), see (60185)

AutoCAD SHX Text A

AutoCAD SHX Text 24" Steel manifold outlet pipe (below), see (60185)

AutoCAD SHX Text 30" Manhole (not shown) (60185)

AutoCAD SHX Text 30" Manhole (not shown) (60185)

AutoCAD SHX Text 24" Steelmanifold inlet pipe, see (60185)

AutoCAD SHX Text Edge of post-tensioned tank foundation (below)

AutoCAD SHX Text Slotted PVC tank foundation drain (below), see Note 4

AutoCAD SHX Text Slotted PVC Tank foundation drain pipe LP and and PVC tee (below), see Note 3

AutoCAD SHX Text Slotted PVC Tank foundation drain pipe HP, see Note 3

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text (60165)

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text 11 ° PVC pipe 14° PVC pipe bend (below) (Typ.)

AutoCAD SHX Text Internal support as required (Typ.)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Slotted PVC tank foundation drain (below), see Note 4

AutoCAD SHX Text Post-tensioned concrete floor

AutoCAD SHX Text Tank floor HP, El. 7070.89

AutoCAD SHX Text Yard HP, El. 7069.6

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text Overflow weir, El. 7100.00

AutoCAD SHX Text High water surface, El. 7098.75

AutoCAD SHX Text 24" Inlet

AutoCAD SHX Text 24" Outlet

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Top of tank cylinder, El. 7103.25

AutoCAD SHX Text Tank Floor LP, El. 7070.25 (Typ.)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Vent (60185)

AutoCAD SHX Text 95' Storage Tank

AutoCAD SHX Text 24" Manifold inlet pipe, El. 7061.8

AutoCAD SHX Text 24" Manifold outlet pipe, El. 7061.8

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 6" Thick gravel surfacing over non-woven geofabric

AutoCAD SHX Text Gravel drain beneath tank floor

AutoCAD SHX Text Internal support as required

AutoCAD SHX Text Pipe penetration through concrete floor and HDPE Liner connections at concrete encasement (Typ.), see Detail 1 (60163)

AutoCAD SHX Text HDPE Liner. See Note 5

AutoCAD SHX Text Compacted backfill (not shown), see (60161)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Tank foundation at center of concrete tank, see Detail 2 (60163)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text S=0.100

AutoCAD SHX Text S=0.100

AutoCAD SHX Text Low water surface, El. 7093.00

AutoCAD SHX Text Normal water surface, El. 7098.00

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text Concrete wall

AutoCAD SHX Text Post-tensioned concrete floor

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Tank floor HP, El. 7070.89

AutoCAD SHX Text Yard HP, El. 7069.6

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text Overflow weir, El. 7100.00

AutoCAD SHX Text High water surface, El. 7098.75

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Top of tank cylinder, El. 7103.25

AutoCAD SHX Text Tank Floor LP, El. 7070.25 (Typ.)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Vent (60185)

AutoCAD SHX Text 95' Storage Tank

AutoCAD SHX Text 6" Thick gravel surfacing over non-woven geofabric

AutoCAD SHX Text Gravel drain beneath tank floor

AutoCAD SHX Text Internal support as required

AutoCAD SHX Text HDPE Liner. See Note 5

AutoCAD SHX Text Compacted backfill (not shown), see (60161)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Tank foundation drain, see Detail 2 (60163)

AutoCAD SHX Text S=0.100

AutoCAD SHX Text S=0.100

AutoCAD SHX Text Low water surface, El. 7093.00

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text Concrete wall

AutoCAD SHX Text Post-tensioned concrete floor

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Tank foundation drain pipe HP, see Detail 3 (60163)

AutoCAD SHX Text Extend foundation drain pipe to daylight. See Note 6

AutoCAD SHX Text Tank foundation drain pipe LP and tee, see Detail 4 (60163)

AutoCAD SHX Text Concrete encasement for steel inlet and outlet pipes (Typ.)

AutoCAD SHX Text 95' Storage Tank (1.5 MG Prestressed concrete storage tank)

AutoCAD SHX Text 24" Steel overflowoutlet, see (60187)

AutoCAD SHX Text 95' Storage Tank (1.5 MG Prestressed concrete storage tank)

AutoCAD SHX Text Vent (60185)

AutoCAD SHX Text Emergency OFF surface, El. 7099.25

AutoCAD SHX Text Normal water surface, El. 7098.00

AutoCAD SHX Text Emergency OFF surface, El. 7099.25

AutoCAD SHX Text Conventionally reinforced concrete or post-tensioned concrete roof

AutoCAD SHX Text 24" Steel manifold outlet pipe (below), see (60185)

AutoCAD SHX Text A

AutoCAD SHX Text (60165)

AutoCAD SHX Text Conventionally reinforced concrete or post-tensioned concrete roof

AutoCAD SHX Text Conventionally reinforced concrete or post-tensioned concrete roof

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

1. For General Notes, Abbreviations, and Reference Drawings, For General Notes, Abbreviations, and Reference Drawings, see (60160). 2. A free spanning domed concrete roof is permitted but is A free spanning domed concrete roof is permitted but is not shown, see Specifications. 3. Install PVC foundation drain pipe with a 1% slope between Install PVC foundation drain pipe with a 1% slope between the high point and low point shown. 4. For additional tank foundation drain details, see (60163). For additional tank foundation drain details, see (60163). 5. Install the HDPE liner with a 2% min. slope from the center Install the HDPE liner with a 2% min. slope from the center of the tank foundation outward toward the perimeter of the tank foundation as shown. 6. For foundation drain daylight location, see (60160). For foundation drain daylight location, see (60160). 7. Gravel drain, HDPE liner, and perimeter drain are required Gravel drain, HDPE liner, and perimeter drain are required for the prestressed concrete storage tank option as shown. 8. See Specifications for additional tank foundation drain design See Specifications for additional tank foundation drain design requirements.

AutoCAD SHX Text

AutoCAD SHX Text 2021-08-05

AutoCAD SHX Text D

AutoCAD SHX Text Dorough, Justin L P.E.

REVISED CONCRETE TANK HEIGHT, OVERFLOW PIPE DIAMETER, AND ROOF NOTATION.

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SITE PLAN

PLAN

DENVER, CO

1695-D-60160

2020-08-26

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TECH. APPR.

APPROVED

PEER REVIEWER -

B. D. VanOtterloo

B. D. VanOtterloo

Justin L. Dorough

Orgren, Lisa F P.E.

Bernstein, Alfred I P.E.

Manager - Plant Structures Group

RE

V

NO

R el ea se d

AutoCAD SHX Text 24" Steel manifold pipe (Typ.)

AutoCAD SHX Text Overflow and Drain Vault No. 1, see (60166)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Reach 12.1 line pipe

AutoCAD SHX Text

AutoCAD SHX Text N 40°49'52" W

AutoCAD SHX Text S=0.015

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Reach 12.2 line pipe

AutoCAD SHX Text Black Hat Storage Tank

AutoCAD SHX Text

AutoCAD SHX Text S=varies

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S=varies

AutoCAD SHX Text 24" HDPE overflow and drain HDPE overflow and drain pipe (Typ.), see (60138)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text S=varies

AutoCAD SHX Text S=varies

AutoCAD SHX Text Black Hat overflow drain and pipe

AutoCAD SHX Text S=varies

AutoCAD SHX Text 14" Steel manifold drain pipe (Typ.)

AutoCAD SHX Text 16.0' Access road

AutoCAD SHX Text Extents of yard

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text 6' Chain link fence (Typ.)

AutoCAD SHX Text Extents of yard

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text Drainage channel, CP-4

AutoCAD SHX Text Riprap lined drainage channel. For drainage channel details, see (60161)

AutoCAD SHX Text See Note 7

AutoCAD SHX Text See Note 7

AutoCAD SHX Text (60161)

AutoCAD SHX Text (60161)

AutoCAD SHX Text Tank foundation drain pipe, see Note 8

AutoCAD SHX Text Tank foundation drain pipe, see Note 8

AutoCAD SHX Text Yard, HP El. 7069.6, see Note 9

AutoCAD SHX Text Service yard extents, CP-1

AutoCAD SHX Text Drainage channel LP, CP-5

AutoCAD SHX Text Drainage channel HP, CP-6

AutoCAD SHX Text Drainage channel, CP-7

AutoCAD SHX Text Drainage channel, CP-8

AutoCAD SHX Text Drainage channel, CP-9

AutoCAD SHX Text Drainage channel LP, CP-10

AutoCAD SHX Text (60161)

AutoCAD SHX Text (60161)

AutoCAD SHX Text 24" Steel manifold pipe (Typ.)

AutoCAD SHX Text Storage tank

AutoCAD SHX Text Drainage channel HP, CP-3

AutoCAD SHX Text Extents of erosion control blanket (Typ.), see Note 10

AutoCAD SHX Text Riprap lined drainage channel. For drainage channel details, see (60161)

AutoCAD SHX Text Storage tank

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Permanent easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Construction easement

AutoCAD SHX Text Permanent easement

AutoCAD SHX Text Existing building

AutoCAD SHX Text Extents of erosion control blanket (Typ.), see Note 10

AutoCAD SHX Text Existing fence, see Note 11

AutoCAD SHX Text 16.0' Double swing gate

AutoCAD SHX Text Existing fence, see Note 11

AutoCAD SHX Text (60161)

AutoCAD SHX Text Existing building

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Yard, El. 7068.6

AutoCAD SHX Text Service yard extents, CP-2

AutoCAD SHX Text 6" Thick gravel surfacing over non-woven geofabric

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text PVC Tank foundation drain pipe LP and and PVC tee (below), see Note 8

AutoCAD SHX Text

CP-12

AutoCAD SHX Text

CP-11

AutoCAD SHX Text Overflow and Drain Vault No. 2, see (60167)

AutoCAD SHX Text Extents of yard

AutoCAD SHX Text Yard, LP El. 7067.0

AutoCAD SHX Text See Note 12

AutoCAD SHX Text Sta. 122010+90.00. End of steel manifold pipe and begin of Reach 12.2 line pipe

AutoCAD SHX Text Sta. 121634+32.61 . End of Reach 12.1 line pipe and start of steel manifold pipe

AutoCAD SHX Text S=varies

AutoCAD SHX Text Air Valve Vault (60150)

AutoCAD SHX Text

EL. 7068.6

AutoCAD SHX Text

CP 13

AutoCAD SHX Text

1. For Structural Design Data, see (60161). For Structural Design Data, see (60161). 2. For Reach 12.1 line pipe location and details, see (60125). For Reach 12.1 line pipe location and details, see (60125). 3. For Reach 12.2 line pipe location and details, see (60254). For Reach 12.2 line pipe location and details, see (60254). 4. Storage tank is conceptual and shall be Contractor-designed. Storage tank is conceptual and shall be Contractor-designed. See Specifications for tank and tank foundation design requirements. 5. Contour intervals are 2.0 ft. Contour intervals are 2.0 ft. 6. Permanent cut slopes required for the construction of the Permanent cut slopes required for the construction of the site shall be 2:1 maximum, and permanent placement slopes required for the construction of this site shall be 2:1 minimum. 7. Extend the riprap lined channel as directed by the COR at Extend the riprap lined channel as directed by the COR at drainage channel low points. Transition the drainage channel slope to tie into existing grade. 8. The tank foundation drain pipe is required for a prestressed The tank foundation drain pipe is required for a prestressed concrete storage tank only. The tank foundation drain pipe shall be Contractor-designed. Daylight the drain pipe into the riprap-lined drainage channel as shown. See Specifications for additional tank foundation drain design requirements. 9. Provide a 10% slope for a distance of 10 feet around the Provide a 10% slope for a distance of 10 feet around the storage tank foundation as shown. Local adjustments to gravel surfacing shall maintain the yard H.P. elevation and promote positive drainage away from the storage tank. 10. Place erosion control blanket over permanently exposed 2:1 Place erosion control blanket over permanently exposed 2:1 cut slopes and placement slopes and as directed by the COR. 11. Existing fence to be removed and relocated to the Existing fence to be removed and relocated to the permanent easement extents as directed by the COR. 12. Locally adjust the finished gravel surfacing elevation around Locally adjust the finished gravel surfacing elevation around the air valve vault and Overflow and Drain Vault No. 1 and No. 2 as directed by the COR. Provide a 0.5-ft elevation offset between top of gravel and the top of vault finished concrete elevation. 13. For chain link fencing and double swing gate details, see For chain link fencing and double swing gate details, see 40-D-7016. 14. For guard post details, see 40-D-60002.For guard post details, see 40-D-60002.

AutoCAD SHX Text

REFERENCE DRAWINGS

AutoCAD SHX Text CIVIL ACCESS ROAD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60155 1695-D-60155 WATER CONVEYANCE STA. 121600+00 TO END PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60125 1695-D-60125 STA. 122010+00 TO STA. 122050+00 PLAN AND PROFILE _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60254 1695-D-60254 HYDRAULIC EQUIPMENT STEEL MANIFOLD PIPE _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60179 1695-D-60179 STORAGE TANK PRESTRESSED CONCRETE TANK OPTION _ _ _ _ _ _ _ _ 1695-D-60162 1695-D-60162 STEEL TANK OPTION_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60185 1695-D-60185 ELECTRICAL EQUIPMENT SITE CONDUIT PLAN_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1695-D-60189

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SCALE OF FEET

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AutoCAD SHX Text

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NOTES

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TANK DATA

AutoCAD SHX Text

AutoCAD SHX Text 1,500,000

AutoCAD SHX Text TANK HEIGHT (ft)

AutoCAD SHX Text TOTAL VOLUME (gal)

AutoCAD SHX Text 95.00

AutoCAD SHX Text TANK DIAMETER (ft)

AutoCAD SHX Text Black Hat Storage Tank

AutoCAD SHX Text

TANK DESIGNATION

AutoCAD SHX Text

STATION -1

AutoCAD SHX Text

CP-2

AutoCAD SHX Text

OFFSET -2

AutoCAD SHX Text

POINT

AutoCAD SHX Text

CONTROL POINTS

AutoCAD SHX Text

CP-5

AutoCAD SHX Text

CP-4

AutoCAD SHX Text

CP-8

AutoCAD SHX Text

CP-7

AutoCAD SHX Text

CP-1

AutoCAD SHX Text

CP-9

AutoCAD SHX Text

CP-10

AutoCAD SHX Text -26.83

AutoCAD SHX Text -26.83

AutoCAD SHX Text 121634+32.61

AutoCAD SHX Text

ELEVATION -3

AutoCAD SHX Text

CP-6

AutoCAD SHX Text

7067.0 (gs)

AutoCAD SHX Text

CP-3

AutoCAD SHX Text -1 Station is relative to the end of Reach 12.1 line pipe station Sta. 121634+32.61 bearing N 40°49'52" W. °49'52" W. 49'52" W. . -2 Offset (±) is relative to the Reach 12.1 alignmentdirection of flow. A positive (+) offset refers to the right side of the alignment looking downstream and a negative (-) offset refers to the left side of the alignment looking downstream. -3 Elevation indicated is to the top of gravel surfacing (gs), drainage channel riprap (r), concrete (c), or grating (g).

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text All vertical elevations are based on NAVD1988 vertical datum. Horizontal datum is shown in New Mexico State Coordinate System, West Zone (NAD83).

AutoCAD SHX Text 121637+87.61

AutoCAD SHX Text

7067.0 (gs) (gs)

AutoCAD SHX Text 121634+30.55

AutoCAD SHX Text -7.83

AutoCAD SHX Text

7065.9 (r) (r)

AutoCAD SHX Text 121634+30.85

AutoCAD SHX Text -28.57

AutoCAD SHX Text

7065.8 (r) (r)

AutoCAD SHX Text 121636+99.53

AutoCAD SHX Text -34.66

AutoCAD SHX Text

7063.1 (r) (r)

AutoCAD SHX Text 121634+30.55

AutoCAD SHX Text 14.17

AutoCAD SHX Text

7065.9 (r) (r)

AutoCAD SHX Text 121634+28.69

AutoCAD SHX Text 187.07

AutoCAD SHX Text

7064.2 (r) (r)

AutoCAD SHX Text 121637+02.59

AutoCAD SHX Text 194.16

AutoCAD SHX Text

7061.5 (r) (r)

AutoCAD SHX Text 121637+10.48

AutoCAD SHX Text 191.06

AutoCAD SHX Text

7061.4 (r) (r)

AutoCAD SHX Text 121637+53.90

AutoCAD SHX Text 149.34

AutoCAD SHX Text

7060.8 (r) (r)

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text Centerline Centerline CP Control Point Control Point CJ Control Joint (d) dowel El. Elevation Elevation HP High Point High Point LP Low Point Low Point Typ. TypicalTypical

AutoCAD SHX Text

CP-11

AutoCAD SHX Text

CP-13

AutoCAD SHX Text 121635+84.19

AutoCAD SHX Text 100.57

AutoCAD SHX Text

7069.50 (g) (g)

AutoCAD SHX Text 121634+38.61

AutoCAD SHX Text 17.00

AutoCAD SHX Text

7068.00 (c) (c)

AutoCAD SHX Text

CP-12

AutoCAD SHX Text 121636+03.19

AutoCAD SHX Text 109.62

AutoCAD SHX Text

7069.00 (c) (c)

AutoCAD SHX Text

AutoCAD SHX Text 2021-08-04

AutoCAD SHX Text D

AutoCAD SHX Text Dorough, Justin L P.E.

REVISED TANK HEIGHT IN TANK DATA TABLE.

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PRESTRESSED CONCRETE

STORAGE TANK OPTION

GENERAL ARRANGEMENT

PLAN AND SECTIONS

DENVER, CO

1695-D-60162

2020-08-26

1Au to

CA

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TECH. APPR.

APPROVED

PEER REVIEWER -

B. D. VanOtterloo

B. D. VanOtterloo

Justin L. Dorough

Orgren, Lisa F P.E.

Bernstein, Alfred I P.E.

Manager - Plant Structures Group

RE

V

NO

R el ea se d

AutoCAD SHX Text

PLAN

AutoCAD SHX Text Concrete wall

AutoCAD SHX Text Edge of post-tensioned tank foundation

AutoCAD SHX Text Exterior ladder, platform, and interior ladder, (not shown) (60186)

AutoCAD SHX Text

1.5 MG STORAGE TANK

AutoCAD SHX Text Edge of conventionally reinforced concrete or post-tensioned, concrete roof

AutoCAD SHX Text 14" Steel manifold drain outlet pipe (below), see (60185)

AutoCAD SHX Text A

AutoCAD SHX Text 24" Steel manifold outlet pipe (below), see (60185)

AutoCAD SHX Text 30" Manhole (not shown) (60185)

AutoCAD SHX Text 30" Manhole (not shown) (60185)

AutoCAD SHX Text 24" Steelmanifold inlet pipe, see (60185)

AutoCAD SHX Text Edge of post-tensioned tank foundation (below)

AutoCAD SHX Text Slotted PVC tank foundation drain (below), see Note 4

AutoCAD SHX Text Slotted PVC Tank foundation drain pipe LP and and PVC tee (below), see Note 3

AutoCAD SHX Text Slotted PVC Tank foundation drain pipe HP, see Note 3

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text (60165)

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text 11 ° PVC pipe 14° PVC pipe bend (below) (Typ.)

AutoCAD SHX Text Internal support as required (Typ.)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Slotted PVC tank foundation drain (below), see Note 4

AutoCAD SHX Text Post-tensioned concrete floor

AutoCAD SHX Text Tank floor HP, El. 7070.89

AutoCAD SHX Text Yard HP, El. 7069.6

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text Overflow weir, El. 7100.00

AutoCAD SHX Text High water surface, El. 7098.75

AutoCAD SHX Text 24" Inlet

AutoCAD SHX Text 24" Outlet

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Top of tank cylinder, El. 7103.25

AutoCAD SHX Text Tank Floor LP, El. 7070.25 (Typ.)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Vent (60185)

AutoCAD SHX Text 95' Storage Tank

AutoCAD SHX Text 24" Manifold inlet pipe, El. 7061.8

AutoCAD SHX Text 24" Manifold outlet pipe, El. 7061.8

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 6" Thick gravel surfacing over non-woven geofabric

AutoCAD SHX Text Gravel drain beneath tank floor

AutoCAD SHX Text Internal support as required

AutoCAD SHX Text Pipe penetration through concrete floor and HDPE Liner connections at concrete encasement (Typ.), see Detail 1 (60163)

AutoCAD SHX Text HDPE Liner. See Note 5

AutoCAD SHX Text Compacted backfill (not shown), see (60161)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Tank foundation at center of concrete tank, see Detail 2 (60163)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text S=0.100

AutoCAD SHX Text S=0.100

AutoCAD SHX Text Low water surface, El. 7093.00

AutoCAD SHX Text Normal water surface, El. 7098.00

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text Concrete wall

AutoCAD SHX Text Post-tensioned concrete floor

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Tank floor HP, El. 7070.89

AutoCAD SHX Text Yard HP, El. 7069.6

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text Overflow weir, El. 7100.00

AutoCAD SHX Text High water surface, El. 7098.75

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Top of tank cylinder, El. 7103.25

AutoCAD SHX Text Tank Floor LP, El. 7070.25 (Typ.)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Vent (60185)

AutoCAD SHX Text 95' Storage Tank

AutoCAD SHX Text 6" Thick gravel surfacing over non-woven geofabric

AutoCAD SHX Text Gravel drain beneath tank floor

AutoCAD SHX Text Internal support as required

AutoCAD SHX Text HDPE Liner. See Note 5

AutoCAD SHX Text Compacted backfill (not shown), see (60161)

AutoCAD SHX Text S=0.015

AutoCAD SHX Text Tank foundation drain, see Detail 2 (60163)

AutoCAD SHX Text S=0.100

AutoCAD SHX Text S=0.100

AutoCAD SHX Text Low water surface, El. 7093.00

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text Concrete wall

AutoCAD SHX Text Post-tensioned concrete floor

AutoCAD SHX Text S=0.020

AutoCAD SHX Text Tank foundation drain pipe HP, see Detail 3 (60163)

AutoCAD SHX Text Extend foundation drain pipe to daylight. See Note 6

AutoCAD SHX Text Tank foundation drain pipe LP and tee, see Detail 4 (60163)

AutoCAD SHX Text Concrete encasement for steel inlet and outlet pipes (Typ.)

AutoCAD SHX Text 95' Storage Tank (1.5 MG Prestressed concrete storage tank)

AutoCAD SHX Text 24" Steel overflowoutlet, see (60187)

AutoCAD SHX Text 95' Storage Tank (1.5 MG Prestressed concrete storage tank)

AutoCAD SHX Text Vent (60185)

AutoCAD SHX Text Emergency OFF surface, El. 7099.25

AutoCAD SHX Text Normal water surface, El. 7098.00

AutoCAD SHX Text Emergency OFF surface, El. 7099.25

AutoCAD SHX Text Conventionally reinforced concrete or post-tensioned concrete roof

AutoCAD SHX Text 24" Steel manifold outlet pipe (below), see (60185)

AutoCAD SHX Text A

AutoCAD SHX Text (60165)

AutoCAD SHX Text Conventionally reinforced concrete or post-tensioned concrete roof

AutoCAD SHX Text Conventionally reinforced concrete or post-tensioned concrete roof

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

1. For General Notes, Abbreviations, and Reference Drawings, For General Notes, Abbreviations, and Reference Drawings, see (60160). 2. A free spanning domed concrete roof is permitted but is A free spanning domed concrete roof is permitted but is not shown, see Specifications. 3. Install PVC foundation drain pipe with a 1% slope between Install PVC foundation drain pipe with a 1% slope between the high point and low point shown. 4. For additional tank foundation drain details, see (60163). For additional tank foundation drain details, see (60163). 5. Install the HDPE liner with a 2% min. slope from the center Install the HDPE liner with a 2% min. slope from the center of the tank foundation outward toward the perimeter of the tank foundation as shown. 6. For foundation drain daylight location, see (60160). For foundation drain daylight location, see (60160). 7. Gravel drain, HDPE liner, and perimeter drain are required Gravel drain, HDPE liner, and perimeter drain are required for the prestressed concrete storage tank option as shown. 8. See Specifications for additional tank foundation drain design See Specifications for additional tank foundation drain design requirements.

AutoCAD SHX Text

AutoCAD SHX Text 2021-08-05

AutoCAD SHX Text D

AutoCAD SHX Text Dorough, Justin L P.E.

REVISED CONCRETE TANK HEIGHT, OVERFLOW PIPE DIAMETER, AND ROOF NOTATION.

00 00 02_Drawings_Revised_N-GRh12.1-12.2_11x17_08-10-2021
00 00 02_Drawings_Revised_N-GRh12.1-12.2_22x34_08-10-2021
009_1695-D-60117_Rev4_080221
042_1695-D-60151_Rev5_080321
043_1695-D-60152_Rev2_073021
049_1695-D-60157_Rev4_080221
050_1695-D-60158_Rev5_080321
065_1695-D-60160_Rev1_080421
Sheets and Views
1695-D-60160
067_1695-D-60162_Rev1_080521
Sheets and Views
1695-D-60162
009_1695-D-60117_Rev4_080221
042_1695-D-60151_Rev5_080321
043_1695-D-60152_Rev2_073021
049_1695-D-60157_Rev4_080221
050_1695-D-60158_Rev5_080321
065_1695-D-60160_Rev1_080421
Sheets and Views
1695-D-60160
067_1695-D-60162_Rev1_080521
Sheets and Views
1695-D-60162
1695-D-60117 ShtNo Rev4: 9
1695-D-60151 ShtNo Rev5: 42
1695-D-60152 ShtNo Rev2: 43
1695-D-60157 ShtNo Rev4: 49
1695-D-60158 ShtNo Rev5: 50
1695-D-60160 ShtNo Rev1: 65
1695-D-60162 ShtNo Rev1: 67

File details come from the government source that posted it. Updated .