Attachment 8_Drawings_001-200_11x17_040323.pdf

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NOEL NEMCIK

NOEL NEMCIK

BRUCE BARKEY

BRUCE BARKEY, R.A.

DAVID KRESIN, P.E.

Peer Reviewer - Plant Structures Group

BRUCE BARKEY, R.A.

DAVID KRESIN, P.E.

DENVER, CO 2022-09-30

GENERAL

DRAWING INDEX

1335-D-60553

NOEL NEMCIK

NOEL NEMCIK

BRUCE BARKEY

Peer Reviewer - Plant Structures Group

DRAWING

NUMBER DRAWING NAME

GENERAL

DRAWING

NUMBER DRAWING NAME

STRUCTURAL

1335-D-60589 1335-D-60590 1335-D-60591 1335-D-60592 1335-D-60593 1335-D-60594 1335-D-60595 1335-D-60596 1335-D-60597 1335-D-60598 1335-D-60599 1335-D-60600 1335-D-60601 1335-D-60602 1335-D-60609 1335-D-60604 1335-D-60605 1335-D-60606 1335-D-60607 1335-D-60608 1335-D-60609 1335-D-60610 1335-D-60611 1335-D-60612 1335-D-60613 1335-D-60614 1335-D-60615 1335-D-60616 1335-D-60617 1335-D-60618 1335-D-60619 1335-D-60620 1335-D-60621 1335-D-60622 1335-D-60623 1335-D-60624 1335-D-60625 1335-D-60626 1335-D-60627 1335-D-60628

1335-D-60629 1335-D-60630 1335-D-60631 1335-D-60632 1335-D-60633

1335-D-60634 1335-D-60635 1335-D-60636 1335-D-60637 1335-D-60638 1335-D-60639 1335-D-60640 1335-D-60641 1335-D-60642 1335-D-60643 1335-D-60644 1335-D-60645 1335-D-60646 1335-D-60647 1335-D-60648 1335-D-60649 1335-D-60650 1335-D-60651 1335-D-60652 1335-D-60653 1335-D-60654 1335-D-60655 1335-D-60656 1335-D-60657 1335-D-60658 1335-D-60659 1335-D-60660

1335-D-60822 1335-D-60823 1335-D-60824 1335-D-60825 1335-D-60826 1335-D-60827 1335-D-60828 1335-D-60829 1335-D-60830 1335-D-60831 1335-D-60832 1335-D-60833 1335-D-60834

STRUCTURAL DESIGN DATA - GENERAL

STRUCTURAL DESIGN DATA - LOADS

SPECIAL INSPECTIONS - SHEET 1 OF 2

SPECIAL INSPECTIONS - SHEET 2 OF 2

CONCRETE OUTLINE - ISOMETRIC VIEW

CONCRETE OUTLINE - PARTIAL ISOMETRIC VIEWS

CONCRETE OUTLINE - KEY PLAN - LEVEL 00

CONCRETE OUTLINE - PLAN - LEVEL 00 NORTH SECTOR

CONCRETE OUTLINE - PLAN - LEVEL 00 SOUTH SECTOR

CONCRETE OUTLINE - KEY PLAN - LEVEL 01

CONCRETE OUTLINE - PLAN - LEVEL 01 NORTH SECTOR

CONCRETE OUTLINE - PLAN - LEVEL 01 SOUTH SECTOR

CONCRETE OUTLINE - PLAN - OFFICE LEVEL 01

CONCRETE OUTLINE - KEY PLAN - LEVEL 02

CONCRETE OUTLINE - PLAN - LEVEL 02 NORTH SECTOR

CONCRETE OUTLINE - PLAN - LEVEL 02 SOUTH SECTOR

CONCRETE OUTLINE - PLAN - OFFICE LEVEL 02 AND 03

CONCRETE OUTLINE - KEY PLAN - LEVEL 03

CONCRETE OUTLINE - PLAN - LEVEL 03 NORTH SECTOR

CONCRETE OUTLINE - PLAN - LEVEL 03 SOUTH SECTOR

CONCRETE OUTLINE - KEY PLAN - EL. 49.83

CONCRETE OUTLINE - PARTIAL PLANS LEVEL 01 SECTION AND DETAIL

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTIONS

CONCRETE OUTLINE - EAST-WEST SECTIONS

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - EAST-WEST SECTION

CONCRETE OUTLINE - NORTH-SOUTH SECTIONS

CONCRETE OUTLINE - NORTH-SOUTH SECTIONS AND DETAIL

CONCRETE OUTLINE - NORTH-SOUTH SECTIONS

CONCRETE OUTLINE - NORTH-SOUTH SECTION

CONCRETE OUTLINE - NORTH-SOUTH SECTION

CONCRETE OUTLINE - NORTH-SOUTH SECTIONS

CONCRETE OUTLINE - NORTH-SOUTH SECTIONS

REINFORCEMENT DESIGN - PLAN - LEVEL 00 NORTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 00 SOUTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 01 NORTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 01 SOUTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 01 OFFICE AND PARTIAL

PLAN - LEVEL 01 SOUTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 02 NORTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 02 SOUTH SECTOR

REINFORCEMENT DESIGN - PLAN - OFFICE LEVEL 02 AND LEVEL 03

REINFORCEMENT DESIGN - PLAN - LEVEL 03 NORTH SECTOR

REINFORCEMENT DESIGN - PLAN - LEVEL 03 SOUTH SECTOR

REINFORCEMENT DESIGN - PARTIAL PLANS AND DETAILS

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTIONS

REINFORCEMENT DESIGN - EAST-WEST SECTIONS

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - EAST-WEST SECTION

REINFORCEMENT DESIGN - NORTH-SOUTH SECTIONS

REINFORCEMENT DESIGN - NORTH-SOUTH SECTIONS

REINFORCEMENT DESIGN - NORTH-SOUTH SECTIONS AND DETAIL

REINFORCEMENT DESIGN - NORTH-SOUTH SECTION

REINFORCEMENT DESIGN - NORTH-SOUTH SECTION

REINFORCEMENT DESIGN - NORTH-SOUTH SECTIONS

REINFORCEMENT DESIGN - NORTH-SOUTH SECTIONS

REINFORCEMENT DESIGN - DETAILS

REINFORCEMENT DESIGN - WALL ELEVATIONS

REINFORCEMENT DESIGN - WALL ELEVATIONS

MASONRY - GENERAL NOTES AND TYPICAL DETAILS

MASONRY - TYPICAL DETAILS

MASONRY - PLAN - LEVEL 01 NORTH SECTOR

MASONRY - PLAN - LEVEL 01 SOUTH SECTOR

MASONRY - PLAN - LEVEL 02 SOUTH SECTOR

MASONRY - PLAN - LEVEL 03 NORTH SECTOR

MASONRY - PLAN - LEVEL 03 SOUTH SECTOR

MASONRY - ELEVATIONS

MASONRY - ELEVATIONS

MASONRY - ELEVATIONS, SECTION AND DETAILS

MASONRY - ELEVATIONS

MASONRY - SECTIONS

(NOT USED)

DRAWING

NUMBER DRAWING NAME

GENERAL

1335-D-60580 1335-D-60581 1335-D-60582 1335-D-60583 1335-D-60584 1335-D-60585 1335-D-60586 1335-D-60587 1335-D-60588

1335-D-60894 1335-D-60895 1335-D-60896

PLAN - LEVEL 00

PLAN - LEVEL 01

PLAN - LEVEL 02

PLAN - LEVEL 03

SECTIONS A AND B

SECTIONS C AND D

SECTIONS E AND F

SECTIONS G, H AND I

SECTION J

PROCESS FLOW DIAGRAM

HYDRAULIC PROFILE

DESIGN CRITERIA

DRAWING

NUMBER DRAWING NAME

CIVIL

1335-D-60555 1335-D-60556 1335-D-60557 1335-D-60558 1335-D-60559 1335-D-60560 1335-D-60561 1335-D-60562 1335-D-60563 1335-D-60564 1335-D-60565 1335-D-60566 1335-D-60567 1335-D-60568 1335-D-60569 1335-D-60570 1335-D-60571 1335-D-60572 1335-D-60573 1335-D-60574 1335-D-60575 1335-D-60576 1335-D-60577 1335-D-60578 1335-D-60579

1335-D-60711 1335-D-60712

1335-D-60713

1335-D-60853 1335-D-60854 1335-D-60855 1335-D-60856 1335-D-60857 1335-D-60858 1335-D-60859 1335-D-60860 1335-D-60861 1335-D-60862 1335-D-60863 1335-D-60864 1335-D-60865 1335-D-60866 1335-D-60867 1335-D-60868

1335-D-60937 1335-D-60938 1335-D-60939

1335-D-61102

1335-D-61134 1335-D-61135 1335-D-61136 1335-D-61137 1335-D-61138 1335-D-61139 1335-D-61140 1335-D-61143 1335-D-61148 1335-D-61149 1335-D-61150 1335-D-61151 1335-D-61152 1335-D-61153 1335-D-61154 1335-D-61155

1335-D-61299 1335-D-61301 1335-D-61302 1335-D-61303 1335-D-61290

1335-D-60874 1335-D-60875 1335-D-60876 1335-D-60877

1335-D-61371 1335-D-61372 1335-D-61373 1335-D-61374 1335-D-61375

LOCATION MAP PLAN

CONSTRUCTION AREAS PLAN

SURVEY CONTROL PLAN

EXISTING CONDITIONS AND DEMOLITION PLAN

OVERALL SITE PLAN

FENCE AND BUILDING GRID LAYOUT PLAN

HORIZONTAL CONTROL PLAN

HORIZONTAL CONTROL PLAN

GUARD POST LAYOUT PLAN

RETAINING WALL LAYOUT PLAN

OVERALL GRADING PLAN

DETAILED GRADING PLAN

DETAILED GRADING PLAN

DETAILED GRADING PLAN

DETAILED GRADING PLAN

OVERALL UTILITY PLAN

OVERALL UTILITY W/ EXISTING BUILDINGS PLAN

ROOF DRAIN LATERAL PLAN

PERIMETER DRAIN PLAN

10+25 INFLUENT LINE MANHOLE DETAIL

AIR VALVE MANHOLES DETAILS

NEW RIVER MANHOLE & EX. 46+96 MANHOLE CONNECTION

DETAIL SHEET

DETAIL SHEET

JOINT DETAILS

ENGINE GENERATOR FOUNDATION ENCLOSURE - PLAN, SECTIONS AND DETAIL

CONCRETE OUTLINE AND REINFORCEMENT DESIGN - MISCELLANEOUS SITE

FOUNDATIONS PLANS AND SECTIONS

CONCRETE OUTLINE AND REINFORCEMENT DESIGN - STAIR RETAINING WALL

PLAN AND SECTIONS

CONSTRUCTION EASEMENT

MUNICIPAL WATER SUPPLY LINE PLAN AND PROFILE START TO 11+60

MUNICIPAL WATER SUPPLY LINE PLAN AND PROFILE 11+60 TO 13+80

MUNICIPAL WATER SUPPLY LINE PLAN AND PROFILE 13+80 TO 16+00

MUNICIPAL WATER SUPPLY LINE PLAN AND PROFILE 16+00 TO 18+20

MUNICIPAL WATER SUPPLY LINE PLAN AND PROFILE 18+20 TO END

BORED ROADWAY CROSSING PLAN AND PROFILE

STORM - 1 PLAN AND PROFILE START TO 1+50

STORM - 1 PLAN AND PROFILE 1+50 TO END

STORM - 2 PLAN AND PROFILE START TO 8+00

STORM - 2 PLAN AND PROFILE 8+00 TO 10+25

STORM - 2 PLAN AND PROFILE 10+25 TO END

STORM - 3 PLAN AND PROFILE START TO END

CULVERT - 1 PLAN AND PROFILE START TO END

CULVERT - 2 PLAN AND PROFILE START TO END

STORM DETAILS

SEPTIC SYSTEM PLAN

SEPTIC TANK

SOIL TREATMENT AREA PLAN AND SECTION

FIRE HYDRANT DETAIL

PIPING PLAN

INFLUENT PIPING - PLAN

10+25 INFLUENT PIPING - PLAN AND SECTIONS

46+96 INFLUENT PIPING - PLAN AND SECTION

TUNNEL INFLUENT PIPING - PLAN AND SECTION

10+25 INFLUENT PIPING - SECTIONS AND DETAILS

POND PUMP STATION INFLUENT PIPING - PLAN AND SECTION

POND PUMP STATION PIPING - PLAN, SECTION, AND DETAIL

CLEARWELL PIPING PLAN AND DETAIL

CLEARWELL PIPING SECTIONS AND DETAILS

CLEARWELL PIPING PLAN, SECTIONS, AND DETAIL

POTABLE WATER SUPPLY - PLAN, SECTION, AND DETAIL

POTABLE WATER SUPPLY - SECTIONS AND DETAIL

POTABLE WATER SUPPLY - SECTIONS AND DETAILS

POTABLE WATER SUPPLY - PLAN AND SECTIONS

POTABLE WATER SUPPLY - PLAN AND SECTION

HOLDING POND EXISTING CONDITIONS PLAN

EXISTING HOLDING POND DEMOLITION PLAN AND DETAILS

HOLDING POND EXCAVATION PLAN

HOLDING POND FINAL GRADE PLAN, SECTION, AND DETAILS

HOLDING POND LINER AND LEAK DETECTION SYSTEM DETAILS

PRV VAULT CONCRETE OUTLINES - PLANS, SECTIONS, AND DETAIL

PRV VAULT REINFORCEMENT - PLANS, SECTIONS, AND DETAIL

MUNICIPAL LINE AIR VALVE MANHOLE CONCRETE OUTLINE - PLAN AND SECTIONS

MUNICIPAL LINE THRUST BLOCKS - PLANS AND SECTIONS

STRUCTURAL EXCAVATION - PLAN

STRUCTURAL EXCAVATION - SECTIONS A AND B

STRUCTURAL EXCAVATION - SECTIONS C AND D

STRUCTURAL EXCAVATION - SECTIONS E AND F

STRUCTURAL EXCAVATION - SECTIONS G AND H

1335-D-60553 1335-D-60554

DRAWING INDEX

DRAWING INDEX

DRAWING

NUMBER DRAWING NAME

ARCHITECTURAL

1335-D-60716 1335-D-60718 1335-D-60719 1335-D-60720 1335-D-60721 1335-D-60722 1335-D-60723 1335-D-60724 1335-D-60725 1335-D-60726 1335-D-60727 1335-D-60728 1335-D-60729 1335-D-60730 1335-D-60731 1335-D-60732 1335-D-60733 1335-D-60734 1335-D-60735 1335-D-60736 1335-D-60737 1335-D-60738 1335-D-60739 1335-D-60740 1335-D-60741

GENERAL NOTES, LEGENDS AND ABBREVIATIONS

CODE SUMMARY

LEVEL 01 LIFE SAFETY PLAN

LEVEL 02 LIFE SAFETY PLAN

LEVEL 03 LIFE SAFETY PLAN

GRID PLAN

LEVEL 01 OVERALL FLOOR PLAN

LEVEL 01 FLOOR PLAN - NORTH SECTOR

LEVEL 01 FLOOR PLAN - SOUTH SECTOR

LEVEL 02 OVERALL FLOOR PLAN

LEVEL 02 FLOOR PLAN - NORTH SECTOR

LEVEL 02 FLOOR PLAN - SOUTH SECTOR

LEVEL 03 OVERALL FLOOR PLAN

LEVEL 03 FLOOR PLAN - NORTH SECTOR

LEVEL 03 FLOOR PLAN - SOUTH SECTOR

OVERALL ROOF PLAN

ROOF PLAN - NORTH SECTOR

ROOF PLAN - SOUTH SECTOR

LEVEL 01 OVERALL REFLECTED CEILING PLAN

LEVEL 01 REFLECTED CEILING PLAN - NORTH SECTOR

LEVEL 01 REFLECTED CEILING PLAN - SOUTH SECTOR

LEVEL 02 OVERALL REFLECTED CEILING PLAN

LEVEL 02 REFLECTED CEILING PLAN - NORTH SECTOR

LEVEL 02 REFLECTED CEILING PLAN - SOUTH SECTOR

LEVEL 03 OVERALL REFLECTED CEILING PLAN

SITE

DRAWING INDEX

TREATMENT BUILDING

SHEET

NO.

SHEET

NO.

SHEET

NO.

SHEET

NO.

1335-D-60669 1335-D-60700 1335-D-60701 1335-D-60702 1335-D-60703 1335-D-60704 1335-D-60705 1335-D-60706 1335-D-60707 1335-D-60708 1335-D-60709

DRAWING

NUMBER DRAWING NAME

MISCELLANEOUS METALWORK

SHEET

NO.

ISOMETRIC

NORTH LEVEL 1 PLAN

SOUTH LEVEL 1 PLAN

LEVEL 3 PLAN

TRENCH GRATING - PLAN, SECTIONS, AND DETAILS

GRATING AND HATCH - SECTIONS AND DETAILS

CATWALK - PLANS AND SECTION

CATWALK - PLAN, SECTIONS, AND DETAILS

CATWALK AND GRATING - SECTIONS AND DETAILS

DRYWELL ACCESS - PLAN AND SECTION

PIPE GUARDRAIL - TYPICAL DETAILS AND SECTIONS

SHEET

NO.

LEVEL 03 REFLECTED CEILING PLAN - NORTH SECTOR

LEVEL 03 REFLECTED CEILING PLAN - SOUTH SECTOR

EXTERIOR SYSTEMS

INTERIOR WALL TYPES AND FRAMING NOTES

EXTERIOR ELEVATIONS - NORTH AND EAST

EXTERIOR ELEVATIONS - SOUTH

EXTERIOR ELEVATIONS - WEST

BUILDING SECTIONS

BUILDING SECTIONS

BUILDING SECTIONS

BUILDING SECTIONS

BUILDING SECTIONS

WALL SECTIONS

WALL SECTIONS

WALL SECTIONS

WALL SECTIONS

WALL SECTIONS

ENLARGED PLANS

ENLARGED PLANS

ENLARGED PLANS

TOILET ACCESSORIES AND MISC. EQUIPMENT

INTERIOR ELEVATIONS - LEVEL 01

INTERIOR ELEVATIONS - LEVEL 02 & 03

INTERIOR ELEVATIONS - TREATMENT

MILLWORK DETAILS

MILLWORK DETAILS

SECTION DETAILS

SECTION DETAILS

SECTION DETAILS

SECTION DETAILS

PLAN DETAILS - LEVEL 01

PLAN DETAILS - LEVEL 02

PLAN DETAILS - LEVEL 03

CEILING DETAILS

CEILING DETAILS

DOOR DETAILS

WINDOW & STOREFRONT ELEVATIONS

WINDOW, STOREFRONT & TRANSLUCENT WALL DETAILS

DOOR, FRAME AND HARDWARE SCHEDULES

ROOM FINISH SCHEDULE & LEGEND

FINISH PLANS - LEVEL 01

FINISH PLANS - LEVEL 02

FINISH PLANS - LEVEL 03

FINISH DETAILS

SIGNAGE SCHEDULE & DETAILS

SIGNAGE KEY PLAN

SIGNAGE KEY PLAN

1335-D-60742 1335-D-60743 1335-D-60744 1335-D-60745 1335-D-60746 1335-D-60747 1335-D-60748 1335-D-60750 1335-D-60751 1335-D-60752 1335-D-60753 1335-D-60754 1335-D-60758 1335-D-60759 1335-D-60760 1335-D-60761 1335-D-60762 1335-D-60763 1335-D-60764 1335-D-60765 1335-D-60767 1335-D-60768 1335-D-60769 1335-D-60770 1335-D-60771 1335-D-60772 1335-D-60773 1335-D-60774 1335-D-60775 1335-D-60776 1335-D-60779 1335-D-60780 1335-D-60781 1335-D-60782 1335-D-60783 1335-D-60784 1335-D-60785 1335-D-60786 1335-D-60787 1335-D-60788 1335-D-60789 1335-D-60790 1335-D-60791 1335-D-60792 1335-D-60793 1335-D-60794 1335-D-60795

DRAWING

NUMBER DRAWING NAME

STRUCTURAL (CONT.)

SHEET

NO.

1335-D-61003 1335-D-61004 1335-D-61005 1335-D-61006 1335-D-61007 1335-D-61008 1335-D-61009 1335-D-61010 1335-D-61011 1335-D-61012 1335-D-61013 1335-D-61014 1335-D-61015 1335-D-61016 1335-D-61019 1335-D-61020 1335-D-61021 1335-D-61022 1335-D-61023 1335-D-61025 1335-D-61026 1335-D-61030 1335-D-61031 1335-D-61032 1335-D-61035 1335-D-61036 1335-D-61041 1335-D-61045 1335-D-61046 1335-D-61047 1335-D-61048 1335-D-61049 1335-D-61050

GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS

EQUIPMENT SCHEDULE 1

EQUIPMENT SCHEDULE 2

NON-PROCESS PIPE MATERIAL SCHEDULE

DOMESTIC PIPING LEVEL 1 PARTIAL PLAN BUILDING LINE 1-11

DOMESTIC PIPING LEVEL 1 PARTIAL PLAN BUILDING LINE 11-20

DRAINAGE PIPING LEVEL 2 PARTIAL PLAN BUILDING LINE 11-20

DOMESTIC PIPING LEVEL 3 PARTIAL PLAN BUILDING LINE 1-11

DOMESTIC PIPING LEVEL 3 PARTIAL PLAN BUILDING LINE 11-20

DRAINAGE PIPING LEVEL 1 PARTIAL PLAN BUILDING LINE 1-11

DRAINAGE PIPING LEVEL 1 PARTIAL PLAN BUILDING LINE 11-20

DRAINAGE PIPING LEVEL 2 PARTIAL PLAN BUILDING LINE 11-20

DRAINAGE PIPING LEVEL 3 PARTIAL PLAN BUILDING LINE 1-11

DRAINAGE PIPING LEVEL 3 PARTIAL PLAN BUILDING LINE 11-20

DOMESTIC PIPING LEVEL 1 OFFICE AREA ENLARGED PLAN

DOMESTIC PIPING LEVEL 2 AND 3 OFFICE AREA ENLARGED PLAN

DOMESTIC PIPING SECTION VIEWS

DRAINAGE PIPING LEVEL 1 OFFICE AREA ENLARGED PLAN

DRAINAGE PIPING LEVEL 2 AND 3 OFFICE AREA ENLARGED PLAN

DRAINAGE PIPING SUMP PUMP PLANS, SECTIONS, AND DETAILS 2

DRAINAGE PIPING SUMP PUMP PLANS, SECTIONS, AND DETAILS 2

DOMESTIC PIPING OFFICE AREA ISOMETRIC VIEW

DOMESTIC PIPING TREATMENT AREA ISOMETRIC VIEW

DRAINAGE PIPING OFFICE AREA ISOMETRIC VIEW

DETAILS 1

DETAILS 2

DRAINAGE PIPING AND HVAC PRV VAULT

NATURAL GAS LINE EXISTING AND CONSTRUCTION

NATURAL GAS LINE FINAL SITE PLAN

NATURAL GAS PIPING LEVEL 3 PARTIAL PLAN BUILDING LINE 1-11

NATURAL GAS PIPING LEVEL 3 PARTIAL PLAN BUILDING LINE 11-20

NATURAL GAS PIPING RISER AND ISOMETRIC VIEW

NATURAL GAS PIPING DETAILS

DRAWING

NUMBER DRAWING NAME

PLUMBING

SHEET

NO.

NOTE: FOR THE LISTS OF INFORMATION DRAWINGS AND STANDARD DRAWINGS,

REFER TO SPECIFICATION SECTION 52 00 00 - DRAWINGS.

STRUCTURAL STEEL - ISOMETRIC LAYOUT

STRUCTURAL STEEL - GENERAL NOTES AND COLUMN SCHEDULE

STRUCTURAL STEEL - BASE PLATE PLAN NORTH SECTOR

STRUCTURAL STEEL - BASE PLATE PLAN SOUTH SECTOR

STRUCTURAL STEEL - FRAMING PLAN CRANE GIRDER NORTH SECTOR

STRUCTURAL STEEL - FRAMING PLAN CRANE GIRDER SOUTH SECTOR

STRUCTURAL STEEL - ROOF FRAMING PLAN NORTH SECTOR

STRUCTURAL STEEL - ROOF FRAMING PLAN SOUTH SECTOR

STRUCTURAL STEEL - FRAMING PLAN TRUSS BOTTOM NORTH SECTOR

STRUCTURAL STEEL - FRAMING PLAN TRUSS BOTTOM SOUTH SECTOR

STRUCTURAL STEEL - FRAMING PLAN ROOF BRACING PLANT

STRUCTURAL STEEL - SECTIONS

STRUCTURAL STEEL - SECTIONS

STRUCTURAL STEEL - SECTIONS

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - TRUSS T1

STRUCTURAL STEEL - BASE PLATE PLAN OFFICE

STRUCTURAL STEEL - FRAMING PLAN LEVEL 02 OFFICE

STRUCTURAL STEEL - SLAB-ON-DECK REINFORCING LEVEL 02 OFFICE

STRUCTURAL STEEL - FRAMING PLAN LEVEL 03 OFFICE

STRUCTURAL STEEL - SLAB-ON-DECK REINFORCING LEVEL 03 OFFICE

STRUCTURAL STEEL - ROOF FRAMING PLAN OFFICE

STRUCTURAL STEEL - FRAMING PLAN ROOF BRACING OFFICE

STRUCTURAL STEEL - SECTIONS

STRUCTURAL STEEL - SECTIONS

STRUCTURAL STEEL - SECTIONS

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - SECTION

STRUCTURAL STEEL - JOIST GIRDER SCHEDULE

STRUCTURAL STEEL - JOIST GIRDER SCHEDULE

STRUCTURAL STEEL - JOIST GIRDER DETAILS

STRUCTURAL STEEL - HVAC PLATFORM - FRAMING & SLAB-ON-DECK PLAN

STRUCTURAL STEEL - FLOOR FRAMING DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

(NOT USED)

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

STRUCTURAL STEEL - CONNECTION DETAILS

(NOT USED)

(NOT USED)

DRAWING

NUMBER DRAWING NAME

ARCHITECTURAL (CONT.)

SHEET

NO.

1335-D-60661 1335-D-60662 1335-D-60663 1335-D-60664 1335-D-60665 1335-D-60666 1335-D-60667 1335-D-60668 1335-D-60669 1335-D-60670 1335-D-60671 1335-D-60672 1335-D-60673 1335-D-60674 1335-D-60675 1335-D-60676 1335-D-60677 1335-D-60678 1335-D-60679 1335-D-60680 1335-D-60681 1335-D-60682 1335-D-60683 1335-D-60684 1335-D-60685 1335-D-60686 1335-D-60687 1335-D-60688 1335-D-60689 1335-D-60690 1335-D-60691 1335-D-60692 1335-D-60693 1335-D-60694 1335-D-60695 1335-D-60696 1335-D-60697 1335-D-60698 1335-D-60714 1335-D-60715 1335-D-60717 1335-D-60757 1335-D-60766 1335-D-60777 1335-D-60778 1335-D-60796 1335-D-60797 1335-D-60798 1335-D-60799 1335-D-60800 1335-D-60801 1335-D-60802 1335-D-60808 1335-D-60811 1335-D-60812 1335-D-60815 1335-D-60817 1335-D-60818 1335-D-60819 1335-D-60820 1335-D-60821

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B ra n d on

J ac k s on

P.

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R ev i s ed

S tr uc tu ra l S te el d ra w in g or de r

D ig ita lly s ig ne d b y

BR

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R .A

BRUCE BARKEY, R.A.

DAVID KRESIN, P.E.

Denver

Colorado Springs

Leadville

COLORADO

Pueblo

Buena Vista

Fort Collins

Grand Junction

LEADVILLE MINE

TREATMENT PLANT

AND FACILITIES

Turquoise Lake

Leadville

Leadville North

LEADVILLE MINE

TREATMENT PLANT

AND FACILITIES

To Vail To Frisco

To Buena Vista

Sugar Loaf Dam

WATER

TREATMENT

PLANT

Tunnel Entrance

Residences

Residences

Rive r R oa d

River Road

Storage Building

Existing holding pond

Fence

1"=80'

1"=1 MILE

0 1M 2M0.5M

0 160'80'

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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.

LOCATION MAP PLAN

1335-D-60555

NOTES

1. See (60556) for general sitework notes.

2. See (60553) and (60554) for drawing list.

3. See (60558) for demolition legend.

LEGEND

Concrete Pavement

Asphalt

Approach Gravel Surfacing

Survey control point

Fence

Existing fence Property Line

Gravel Surfacing

Riprap

Existing Gas Line

ST

W

E

SS

PD

Existing Electric Line

Existing Sanitary Sewer

Existing Storm Sewer

Existing Raw/Nonpotable Water

Perimeter Drain

Storm Sewer

Raw/Nonpotable Water

Electric Line Sanitary Sewer

Storm Manhole

Sanitary Sump Pump Water Influent Manhole

Storm Catch Basin

DW Domestic/Municipal Water

Existing Fiber Optic Line Existing Communication Line

Existing Overhead Electric Cable

Vent Pipe Vent Manhole

Light Pole

Easement

COM

F

SS

ST

W

OC

E

Swale Centerline

Sign Fire Hydrant Power Pole

L

Roof Drain Cleanout

Existing holding pond

Existing mine drainage tunnel entrance

Existing pump house

Property line

Existing River Road (CR91b)

Existing gravel surfacing. See

(60558) for removal limits.

EXISTING

BUILDING

EXISTING

BUILDING

Construction access swing gate

See Note 10

Existing fence

Property line, see (60557)

Property line

10000

10010

10015

10020

10010

10000

10005

10010

10015

See Note 10

100' Easement as shown on ISP, Village at East Fork. Rec.

# 360906 and also described in Rec # 365220

9975 9980

WTP rolloff bins, coordinate with COR for quantity and location.

Existing gravel surfacing. See 60558 for removal limits.

21.00' Utility

Easement

Existing fence

50.00' Flowage easement

NOTES

1. For drawing list, see (60553) and (60554).

2. See (60555) for civil sitework legend.

0 60'30'

PLAN - CONSTRUCTION AREA

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.

CONSTRUCTION AREAS

PLAN

1335-D-60556

GENERAL SITE NOTES

1. See (60557) for survey control information.

2. Contractor to verify existing buried pipes, conduits, and utility horizontal and vertical locations before construction activites.

3. Protect buried utilities and structures from damage during construction.

4. Permanent cut slopes required for the construction of the site shall be 2:1 maximum. Sloping, shoring, and benching shall be in accordance with Reclamation Safety and Health Standards.

5. Temporary cut slopes required for the construction of the site shall be 1.5:1 maximum, unless trenching is specified.

6. Sloped surfaces to be seeded and covered with erosion control blankets per manufacturers instructions.

7. Contractor to install and maintain erosion and sediment control measures throughout the duration of the construction activities.

8. Surround storm inlets with erosion control protection.

9. Contour intervals are 1.0 ft, unless otherwise specified.

10. 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 condition.

11. Contractor to identify laydown areas, parking, and trailer access.

Existing River Road (CR91b)

N79° 21' 32.17"E

259.20'

S79° 45' 27.83"E 60.80'

S44° 12' 27.83"E 250.95'

N62° 59' 24.57"E 7.09'

S 0°

9'

2.

"E

9.

S74° 25' 38.38"W 244.48'S28° 24' 28.09"E

98.30'

S1 6°

6'

1.

"W

4.

S88° 20' 20.56"W 170.50'

S28° 24' 28.09"E

426.03'

S81° 21' 51.59"E 35.84'

N39° 09' 32.55"E 110.58'

N39° 52' 12.83"E 438.37'

CHEMICAL

STORAGE AREA

FFE=9992.50'

STORAGE

BUILDING

WATER TREATMENT PLANT

FFE=9970.00'

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 USDI BOM 9967.12

Existing 100' easement

50' Flowage

Easement

S39° 31' 05.69"W 319.69'

S28° 24' 28.09"E 5.57'

21' utility easement

BENCHMARK

N:1517624.13 E:2783328.60 El. 10526.63

ALUM CAP STN1

N30° 11' 05.12"W 9510.30'

PLAN - SURVEY CONTROL

SCALE: 1"=50'

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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.

SURVEY CONTROL PLAN

1335-D-60557

SURVEYOR'S NOTES

COORDINATES ARE LOCAL (GROUND PLANE) UNITS: U.S. SURVEY FEET

HORIZONTAL REFERENCE FRAME: COLORADO CENTRAL NAD83 (2011), (Epoch 2010) Local Ellipsoid: GRS 1980 Projection: Colorado Central Zone NAD83 (0502 CO C) Projection Type: Lambert Two Geoid Model: Geoid12B

Computed modified grid coordinates were scaled by an AVERAGE COMBINED FACTOR of 0.9994542562. The site specific State Plane Grid to Ground Plane conversion factor is applied at an 0, 0 origin.

The Ground Plane Northings and Eastings were not truncated for this survey.

0 100'50'

NOTES

1. Property boundary information provided by Woolpert, Inc. dated 01/08/2021.

2. Existing topography and utilities are based on survey provided by the Bureau of Reclamation

Regional office as noted above.

SURVEY CONTROL POINT TABLE - PRIMARY

SURVEY CONTROL POINT TABLE - SECONDARY

* Points shown on survey control plan (the remaining survey control points in the tables are located outside the approximate project boundary and are included for reference).

G

G

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

ST

ST

ST

ST

ST

ST

W

W

W

W

W

W

W

W

W

W

W

W

W

C om

C om

Com

Com

E

G

G

G

G

G

G

G

G G G G G G G G

G

G

G

G

G

G

G

G G

G

Com

Com

Com

Com Com

Com Com

Com Com

Com

Com

Com

Com

Com

Com Com

Com

ST

ST

ST

ST

ST

ST

ST

ST

ST

W

W

W

W

W

W

W

W

ST

ST

ST

ST

ST ST

S T

W

W

ST

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W

E

F

F

F

F

F

Com Com Com Com

Com

Com

Com

W

W

Com

Com

E

E

E

W

W

W

ST

ST

ST

SS

C

SS

CCC

SS

W

S

W

E

T

T

S

T

WW

E

WWW

STSTSTST

SSS

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

ooo

SS

SSSSSSSSSS

SS

SSSSSSSSSSSSSSSSSSS

CoCoCC

ST

CCCCCoCoCoCoCCCCC

TTT

CC

STSTSTSTSTSTSTSTSTTSTST

C

STSTTTT

CCCCCoCoCo

TTT

CCCCCCCCCCC

TTTTTTTTTTT

CCCCCCCCCCCCCCC

TTTTTTTTTTT

CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCooCC

S

EE

WW

EE

WWWWWW

EEE

W

TSTSTSTSTTTSTSTSTST

STS

TT

SS

TTSTSTTTTT

SSSSS

TTTTT

SSS

TTTTTTTTTTTTTTT

WWWWW

SSSSTSTSSSSTSTSSSSS

WWWWWWWWW

EEEEEE

W

TTT

WWWWWWW

CCCCCCCCCC

TTTTTTTT

TT

TTTTT

TTT

WW

TTTTTTTTT

CCC

W

E

CCCC

WW

EEEEE

WWWWW

EE

WWWW

EEEEEEEEEE

WWWWWWWWWWW

EEEEEEEEEEEEEEE

WWWWWWWWWWWWWWWWWW

EEEEEEEEEEEEE

WWWWWW

CCCCCCCCCCCC

EEEEEEEEEEE

WWWWWWWWWWW

SSS

SSSSSSS

SSSSSSSSSSSSSSSSSSSTTTTT

TT

SSSTSSSSTSTSSSSSSSSSSSSSSSSSSTTTTTTTTTT

TT

TTTTTTTTTTTTTTTTTTTT

TT

TT

WWWWWWWWWWWW

EE

TT

SSSS

C

SS

CoC

SSSSSSS

CCCCCCom

SSSSSSSSSS

CCCCC

SSSSSSSSS

CCCCCCCCCC

SSSSSSSSSSSSS

CCCCCCCCCCCCCCCo

SSSSSS

CoCCCCoCoCoCoCoCoCoCoCoCooooCoCoooooCoCoCoCoCoCoCoCCoCoCoCoCoCoCoCoCoCooCoCoCoCo

Existing River Road (CR91b)

WTP BUILDING

TO BE REMOVED Storage building to be removed

Ex ist ing

.0

0' ea se men t

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 mmmommmmo CCComomomCoCoCoCoommomommmmooooooooCoooooooooooCoCooooCoCommmmmmmmmmmmmmmmmm CCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCmm CComomomomm CCmmmmomomo CCCCoooo CCCCooooo CCCCCCCCCCCCoooooooooomomomomomomomomomomomomomomomomomomomommmomomomomomomomomommmmmmmmmmmmmmmmmmmmmm

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

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

10015

10020

10010

59975 9980

10005

10010

10015

10020

10025

90 9995

21.00' Water easement

Power pole to remain

Existing signs to remain

Existing gate to be removed and replaced

Power pole to remain

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

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.

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

LEGEND

Gas Line

SS

ST

W

G

Electric Line

Sanitary Sewer

Storm Sewer

Influent/Effluent Water

Com F Fiber Optic Line

Communication Line

Overhead Electric Cable

SS

ST

W

G

Com

F

Existing Demolition

Easement Property Line

E

OC OC

E

.0

0'

4.00' Concrete pan

N79° 21' 32.17"E

259.20' S79° 45' 27.83"E60.80'

S44° 12' 27.83"E 250.95'

N62° 59' 24.57"E 7.09'

S 0°

9'

2.

"E

9.

S74° 25' 38.38"W 244.48'

S28° 24' 28.09"E

98.30'

S1 6°

6'

1.

"W

4.

S88° 20' 20.56"W 170.50'

S28° 24' 28.09"E

426.03'

S81° 21' 51.59"E 35.84'

N3 9°

9'

2.

"E

0.

CHEMICAL

STORAGE AREA

FFE=9992.50'

STORAGE

BUILDING

FFE=9970.00'

WATER TREATMENT PLANT

FFE=9970.00'

8.00' Concrete sidewalk

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 USDI BOM 9967.12

4.00' Concrete pan

Existing 100' easement

4.00' Concrete pan

50' Flowage

Easement

L

21.00' Water easement

Holding pond.

See (61289,61290, &

61299-61303) for pond improvement information.

Existing mine drainage tunnel entrance

Renovated pond pump station Re: Structural & Mech

Property line

Landscaping see Note 1

Landscaping see Note 1

Landscaping see Note 1

Cutoff wall

Leach field retaining wall, see specifications (Contractor designed)

Approach gravel

Concrete pavement, see Note 9

Grated metal stairs Re: Misc metal

Existing fence

Asphalt

Concrete, see Note 9

Enginer Generator Enclosure

Re: Arch & Structural

Existing gravel surfacing

Gravel surfacing

Existing gravel surfacing

Building overhang Re: Arch

Asphalt

Asphalt

Concrete, see Note 9

Concrete, see Note 9

Existing fence

7' chainlink fence

Existing gravel road

Stairs Re: Structural

Concrete headwall

Fire hydrant

Fire hydrant

Property line

Property line

Property line

Property line

Electric gate, see specifications

Electric gate, see specifications

Electric gate, see specifications

Existing fence

Relocated dumpster

Relocated fuel storage containers

Relocated flagpole Re: Arch & Structural

Existing gate

Guard posts (typ.)

Accessible parking space

Parking striping

Parking striping

7' Chainlink fence See (60560) for fence layout

Asphalt

Air condenser units

Re: Mech

Existing gate

Existing emergency sirenExisting emergency siren

(2) Transformers Re: Elec

(2) EG sets Re: Elec

7' chainlink fence to the east

WTP Retaining wall, see specifications

(Contractor designed)

Relocated above ground fuel tank

Guard post (typ.)

Guard posts (Typ.)

Sidewalk chase (typ.)

Riprap

Riprap

Manhole & above grade vents (typ.)

Curb & gutter

Chainlink fence

Storm inlet (typ.)

Storm manhole (typ.)

Flared end section (typ.)

Sign (typ.)

Influent manhole

Storm inlet (typ.)

Existing storm inlet

Existing dewatering manhole

Existing storm manhole Existing influent manhole

Existing septic tank manhole

Septic tank manholes

Gravel surfacing

Monitoring well w/ guard posts, see (61299 & 60563)

Monitoring well w/ guard posts, see (61299 & 60563)

Concrete apron, see Note 9 (typ.)

Concrete sidewalk

Light pole (typ.)

Light pole Re: Elec

Existing signsExisting gravel

Cutoff wall

Re: Structural for information

Storm inlet (typ.)

NOTES

1. Landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.

2. See (60557) for basis of bearing.

3. See (60561 & 60562) for horizontal control information.

4. See (60564, 60568, & 60569) for leach field and WTP retaining wall layout and grading.

5. See electrical plans for vault access lid and light pole locations.

6. See (60570) for overall utility plan.

7. See (60578) for yard and approach gravel surfacing details, see specifications for additional information.

8. See (60566) for pavement and gravel thickness, see specifications for additional information.

9. Contractor to provide concrete jointing plan submittal, see specifications and (60579) for jointing information.

10. See (60555) for additional legend symbols.

PLAN - OVERALL SITE

SCALE: 1"=30'

LEGEND

Concrete Pavement (typ.)

Asphalt

Approach Gravel Surfacing

A

LW

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

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B

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B Z O

O K

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A D

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IN

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D R A

IN

A G

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TU

N N

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A D

V

IL

LE

C O

LE

A D

V

IL

LE

M

IN

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TR

EA

TM

EN

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PL

A N

T A N

D F

A C

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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.

OVERALL SITE PLAN

1335-D-60559 0 60'30'

Survey control point

Fence

Existing fence

Property Line

Gravel Surfacing

Riprap

Holding pond

Renovated pond pump station

Property line

Existing fence

Existing fence

Fence, see specifications

Property line

Property line

7' chainline fence to the east.

Existing fence to the west.

N:1526208.31 E:2778482.45Existing fence

7' chainlink fence to the east.

N:1526623.38 E:2778447.95

Existing gate

5' Chainlink fence to the north N:1526342.56 E:2778747.73

N:1526408.06 E:2778839.62

Gridline 2-B N:1526496.01 E:2778334.34

Gridline 2-D N:1526520.09 E:2778377.78

Gridline 6-B N:1526426.04 E:2778373.13

Gridline 6-D N:1526450.12 E:2778416.57

STORAGE

BUILDING

WATER TREATMENT PLANT

FFE=9970.00'

Gridline 1-C N:1526539.62 E:2778454.03

Gridline 13-C N:1526413.67 E:2778523.84

Gridline 13-T N:1526477.99 E:2778639.87

Gridline 1-T N:1526603.94 E:2778570.06

CHEMICAL

STORAGE AREA

FFE=9992.50'

N:1526242.07 E:2778566.29

N:1526450.00 E:2778814.64N:1526442.90

E:2778805.16

N:1526473.62 E:2778789.35

N:1526536.12 E:2778754.68

N:1526600.41 E:2778654.01

N:1526578.69 E:2778614.95

N:1526631.27 E:2778585.70

N:1526641.59 E:2778549.51

Gate, see specifications

Gate, see specifications

Remove and replace gate, see specifications

N:1526365.86 E:2778728.71

5' Chainlink fence to the south N:1526368.39 E:2778731.81

L13

L9

L8

L6

L7

L1

L2 L3

L4

L5

7' chainlink fence w/ 1' barbed wire, see specifications

L10

L11

7' chainlink fence w/ 1' barbed wire see specifications 5' chainlink fence, see Note 4

WTP retaining wall, see specifications

(Contractor designed)

Leach field retaining wall, see specifications (Contractor designed)

L12

FENCE LINE TABLE

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L (ft)

103.18

37.63

60.02

119.45

71.47

11.84

48.81

104.15

8.76

30.08

4.00

207.40

90.39

Bearing

N79° 49' 55.02"E

S74° 05' 06.29"E

S29° 05' 06.29"E

S57° 26' 06.48"E

S29° 00' 49.87"E

N53° 11' 46.13"E

S30° 47' 11.63"E

N53° 58' 18.18"E

S61° 01' 10.39"W

N39° 12' 54.28"W

S50° 47' 05.72"W

S61° 01' 10.39"W

S68° 04' 02.60"W

5' chainlink fence to the east, see Note 4

5' chainlink fence to the west, see Note 4

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

Existing fence

Man gate

Man gate

Existing man gate

17.00'

17.50'

NOTES

1. Gridlines shown on plan are for Level 01.

2. See (60557) for survey control information.

3. Temporary construction fencing shall be 6' chainlink fence, contractor to coordinate with Government for placement of temporary construction fencing.

4. Contractor to provide 5' chainlink fence at the top of the retaining wall designed by others. Fencing shall be installed along the top of wall where the wall height is 30" or greater. See specifications and 40-D-7016 for chain link fencing information.

5. See (60555) for additional legend symbols.PLAN - FENCE AND BUILDING GRID LAYOUT

SCALE: 1"=30'

LEGEND

A

LW

A

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T H

IN

K

S A

FE

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D

C

B

A

D

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B

A

B U

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A D

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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.

FENCE AND BUILDING

GRID LAYOUT PLAN

1335-D-605600 60'30'

Fence

Existing fence

WATER TREATMENT

PLANT & CHEMICAL

STORAGE AREA

STORAGE BUILDING

Existing River Road (CR91b)

4.00' Concrete pan

5.00' Concrete walk

12.00

13.42'

5.00'

37.41'

47.75'

12.00'

33.06'

5.00'

15.00'

5.00' Concrete walk

8.00'

13.00'

38.00'

4.00' Concrete pan

35°

R56' R257'

57.90'

R10'

5.00' Concrete walk

9.00' (typ.)

15.00'

30.86' 33.67'

18.00'

66.00'

8.00'

WATER TREATMENT

PLANT & CHEMICAL

STORAGE AREA

C

L1

C2

C3

C4

L3

L4

C5

L5

L9

L8

L7

L6

L13

L12

L11

L10

L20

L19 C7

C6

L18

L17

L16

L15

L14

M A

TC

H

LIN

E S ee (60562) for continuation

M A

TC

H

LIN

E S ee (60561) for continuation

45.00'

146.35'

40.91'

Existing holding pond

Renovated pump station Re: Structural & Mech

Property line

Landscaping see Note 1

Landscaping see Note 1

Grated stairs Re: Misc Metal

Asphalt

Concrete, see Notes 6 & 8

Existing gravel surfacing

Gravel surfacing

Gravel surfacing

Existing gravel surfacing

Flush curb

Concrete to the south

Concrete, see notes 6 & 8

Asphalt

Fence, see specifications

Existing fence

Concrete pad & stairs Re: Structural

Dumpster Relocated fuel storage containers

Security gate, see specifications

Concrete, see Notes 6 & 8

Air condenser pads

Card reader Re: Elec

Gravel surfacing to the east

Asphalt

WTP retaining wall, see specifications &

(60564, 60568, & 60569) for information (Contractor designed)

Parking striping

Relocated fuel tank

Asphalt to the south

Existing road to remain

Landscaping see Note 1

Fence

T

Catch curb & gutter see (60566) for detail

4'W x 160'L x 1'D Type L Riprap

Chainlink fence see (60560)

3'W x 6'L x 1'D Type L Riprap

Sidewalk chase w/ cutoff wall

3'W x 6'L x 1'D Type L Riprap

Existing gate

5'W x 10'L x 1'D Type L Riprap

4'W x 8'L x 1'D Type L Riprap

Existing gravel surfacing to remain

Attach no motor vehicles sign to fence

Gate 3 Sign

Gate 2 Sign

L2

Existing dewatering manhole

Existing septic tank accessExisting storm inlet

S17° 16' 40.26"E

87.77'

Existing influent manhole

S57° 5 8' 38.11"W

49.07'

N28° 51' 43.22"W 101.01'

N28° 51' 43.22"W 42.64'

Vent manhole

Storm manhole (typ.)

Storm inlet (typ.)

Existing influent line

Flared end section (typ.)

Vent manhole

N:1526467.19 E:2778453.03

Edge of concrete pan w/ cutoff wall N:1526593.00 E:2778383.69

New Concrete Pan To The West N:1526587.80 E:2778356.21

N:1526561.78 E:2778314.60

Concrete pan edge w/ cutoff wall see (60573) for detail N:1526383.43 E:2778479.09

N:1526594 E:2778614.

E:2778545.72

6" Catch curb & gutter to the east N:1526357.90 E:2778433.02

N:1526359.46 E:2778402.59

N:1526348.30 E:2778427.98

N:1526351.74 E:2778405.92

N:1526341.80 E:2778384.95

Taper curb from 6" to 0" over

3.5LF to the east.

N:1526380.72 E:2778474.19

Taper curb from 0" to 6" over

7LF to the south.

N:1526479.12 E:2778286.60

6" Curb & gutter to the south. Taper curb from 6" to 0" over 7LF to the north.

N:1526474.47 E:2778292.17

Taper curb from 0" to 6" over 3.5LF to the west N:1526382.44 E:2778477.30

N:1526585.11 E:2778497.40

N:1526608.12 E:2778447.00

N:1526598.10 E:2778316.33

N:1526603.40 E:2778335.34

N:1526515.42 E:2778283.72

N:1526593.69 E:2778302.27

N:1526591.36 E:2778316.33

Headwall see (60577)

N:1526598.50 E:2778579.37

N:1526568.70 E:2778506.49

N:1526636.70 E:2778403.65

El. 9971.78

BRASS CAP USDI BOM 9967.12

N:1526359.28 E:2778579.58

N:1526369.31 E:2778594.96

N:1526375.63 E:2778611.65

N:1526639.40 E:2778575.46

N:1526588.81 E:2778603.60

Taper curb from 0" to 6 over 6LF to the south

Paint curb yellow alon curb height transition

N:1526440.2 E:2778663.0

N:1526518.02 E:2778330.05

N:1526498.40 E:2778325.59

N:1526417.21 E:2778370.59

N:1526384.74 E:2778481.44

N:1526357.41 E:2778551.60

N:1526346.11 E:2778362.46

Vent, Re: Mech N:1526362.81 E:2778523.85

Vent, Re: Mech N:1526372.88 E:2778463.95

12.00'

Monitoring well w/ guard post, see (61299 & 60563)

Monitoring well w/ guard post, see (61299 & 60563)

Light pole (typ.)

Re: Elec

Existing signs to remain

Existing gravel to remain Fire hydrant

Existing storm inlet

River effluent manhole

Re: Structural for information

Paint edge of tapering concrete pad yellow

PARCEL LINE TABLE

Line #

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L (ft)

9.63

32.24

20.19

65.09

1.20

18.76

55.32

13.77

9.66

59.64

15.00

10.00

15.00

65.33

15.00

18.78

31.11

55.39

7.13

4.06

Bearing

S22° 17' 03.76"W

S28° 59' 53.03"E

N76° 34' 01.12"E

N76° 34' 01.12"E

S28° 59' 41.30"E

S28° 59' 41.30"E

N61° 00' 18.25"E

N29° 00' 00.00"W

N61° 00' 00.00"E

N28° 59' 59.95"W

N60° 59' 51.73"E

N29° 00' 00.00"W

S60° 59' 51.73"W

N29° 00' 08.27"W

N60° 59' 51.73"E

N29° 00' 01.71"W

N60° 59' 58.15"E

N63° 49' 19.23"W

S61° 00' 18.70"W

S28° 59' 41.30"E

CURVE TABLE

Curve #

C1

C2

C3

C4

C5

C6

C7

L (ft)

5.62

31.33

27.40

7.90

58.46

12.88

7.39

R (ft)

8.00

35.00

25.00

25.00

45.00

25.00

5.00

40.23

51.28

62.80

18.09

74.44

29.52

84.69

Chord Length (ft)

5.62

31.33

27.40

7.90

58.46

12.88

7.39

Chord Direction

S2° 10' 18"W

S3° 21' 25"E

S53° 12' 49"E

N86° 20' 24"E

S66° 12' 50"E

N49° 03' 51"W

N76° 39' 02"W

NOTES

1. Proposed landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.

2. Northing and easting coordinates are shown to the flowline, unless otherwise specified.

3. Type 1 guard post, see 40-D-60002 for detail. Space guard posts 5' on center behind curb.

4. See (60557) for basis of bearing.

5. See (60577) for sidewalk chase with cutoff wall detail, concrete pan, headwall & riprap detail.

6. Contractor to provide concrete jointing plan submittal, see specifications for information.

7. See (60578) for sign post installation, see specifications for additional sign information.

8. See (60579) for typical concrete jointing details.

9. See (60566) for pavement and gravel thickness, see specifications for additional information.

10. See (60555) for additional legend symbols. 0 20' 40'10'

PLAN - HORIZONTAL CONTROL

SCALE: 1"=20'

LEGEND

Concrete

Gravel Surfacing

Asphalt

Approach Gravel Surfacing

A

LW

A

YS

T H

IN

K

S A

FE

TY

D

C

B

A

D

C

B

A

B U

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EA

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C O

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LA

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M

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A D

V

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LE

C O

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A D

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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.

HORIZONTAL

CONTROL PLAN

1335-D-60561

SECTION A-A

N.T.S.

5.00' Conc.

walk

4" 1/4" Expansion material

Asphalt

See specifications for base course information

See specifications for subgrade information

Building

NO

MOTOR

VEHICLES

R5-3* NO MOTOR

VEHICLES SIGN

Dim: 24"X24"

(*FHWA MUTCD)

GATE 3

GATE 3 SIGN

Dim: 12"X18"

Riprap

L

PLANT & CHEMICAL

STORAGE AREA

18.50'

39.35'

5.00' walk

12.00

13.00'

23.00'

35°

R33'

R56' R257'

57.90'

4.00' Concrete pan

8.00'

Existing River Road (CR91b)

34.50'

WATER TREATMENT

PLANT & CHEMICAL

STORAGE AREA

L6

L20

L19 C7

C6

L18

L15

L22

C8

L21

L23

L25

C9

L2

L2

L30 C12

C11

L29

L31

L3

C13

C14

L2

M A

TC

H

LIN

E S ee (60562) for continuation

M A

TC

H

LIN

E S ee (60561) for continuation

3.00'

26.50'

26.07'

6.00' y line

Landscaping see Note 1

Landscaping see Note 1

Landscaping see Note 1

WTP retaining wall, see specifications & (60564, 60568, & 60569) for information (Contractor designed)

Concrete, see Note 8

Grated stairs Re: Misc Metal

EG Set Enclosure Re: Structural

Building overhang

Re: Arch

6" Catch curb & gutter to the west

Flush curb

Concrete to the south

Asphalt ence, see specifications

Concrete pad & stairs Re: Structural

Concrete, see Notes 6 & 8

Security gate, see specifications

Security gate, see specifications

Existing security pole

Air condenser pads

Approach gravel

Property line Existing road to remain

Connection to River Road.

Compacted dirt road to the south

WTP retaining wall, see

Landscaping see Note 1

Fence

Fence

Leach field retaining wall, see specifications & (60564 & 60568) for information

(Contractor designed)

Concrete to the west, asphalt to the east

Transformers w/ pads Re: Elec & Structural

EG Set Re: Elec

Asphalt

Chainlink fence see (60560)

3'W x 6'L x 1'D Type L Riprap

3'W x 6'L x 1'D Type L Riprap

Sidewalk chase w/ cutoff wall

3'W x 6'L x 1'D Type L Riprap

Sidewalk chase w/ cutoff wall

3'W x 6'L x 1'D Type L Riprap

'W x 8'L x 1'D Type L Riprap

4'W x 45'L x 1'D Type L Riprap

4'W x 130'L x 1'D Type L Riprap

4'W x 45'L x 1'D Type L Riprap

Fence see (60560) for layout

Spill curb & gutter

Gate 1 Sign

Gate 2 Sign

C10

Vent manhole

Storm manhole (typ.)

Storm inlet (typ.)

Flared end section (typ.)

L24

Storm inlet

Flared end section (typ.)

New curb & gutter and concrete to the west. Taper curb from 0" to 6" over 6' to the west.

N:1526494.31 E:2778872.11

New concrete to the west

N:1526522.79 E:2778825.04 rete pan edge toff wall see

73) for detail 26383.43 78479.09

N:1526479.54 E:2778704.52 N:1526458.81

E:2778735.55

N:1526413.30 E:2778760.46

N:1526539.78 E:2778817.81

N:1526592.14 E:2778638.91

N:1526594.62 E:2778614.10

Concrete pan to the north N:1526612.51 E:2778692.46

Edge Of Concrete Pan W/ Cutoff Wall N:1526664.84 E:2778545.72

N:1526629.13 E:2778662.27

Asphalt to the north N:1526595.99 E:2778645.38

Headwall see (60577)

N:1526598.50 E:2778579.37

N:1526514.21 E:2778917.07

N:1526568.70 E:2778506.49

N:1526359.28 E:2778579.58

N:1526369.31 E:2778594.96

N:1526375.63 E:2778611.65

N:1526639.40 E:2778575.46

N:1526588.81 E:2778603.60

N:1526520.22 E:2778705.07

N:1526554.63 E:2778686.00

Taper curb from 0" to 6" over 6LF to the south.

Paint curb yellow along curb height transition.

N:1526440.26 E:2778663.07

84.74 1.44

N:1526357.41 E:2778551.60

Vent, Re: Mech N:1526362.81 E:2778523.85

8.00'

Flagpole Re: Arch & Structural

Light pole (typ.)

Re: Elec

Fence see (60560) for layout

Re: Structural for information

Paint edge of tapering concrete pad yellow

Fire hydrant

5.50' Concrete walk

6" Catch curb & gutter

Guard post (typ.)

see Note 3 and

(60563) for location

6.00'

8.00'

6.00'

3.00'

9.00 (typ.)

18.00'

(ty p.)

36.00'

Accessible parking sign

Accessible ramp

14.00'

Striping

L22

C8

L23

8.00' Concrete walk

5.00

Sidewalk connection to grated metal stairs

Re: Misc metal

Retaining wall (see 60568 for grading)

Re: Structural

Spill curb & gutter

N:1526407.94 E:2778659.26

N:1526384.35 E:2778651.77

Storm inlet (typ.)

L24

Light pole (typ.)

Re: Elec

Accessible stall striping, see specifications

PARCEL LINE TABLE

Line #

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L (ft)

16.42

27.00

16.97

36.03

35.52

68.03

137.94

18.60

2.31

48.52

6.50

44.80

Bearing

N28° 59' 27.94"W

N61° 00' 00.00"E

S28° 57' 17.38"E

S29° 01' 16.63"E

N61° 00' 00.00"E

N54° 02' 08.00"E

N54° 02' 08.00"E

N54° 02' 08.00"E

N61° 03' 36.06"E

S77° 47' 41.51"W

S61° 47' 37.36"W

N41° 55' 51.76"E

CURVE TABLE

Curve #

C8

C9

C10

C11

C12

C13

C14

L (ft)

15.71

6.08

31.76

9.61

37.63

18.91

18.91

R (ft)

10.00

50.00

50.00

5.07

35.00

25.00

25.00

89.99

6.96

36.39

108.62

61.60

43.34

43.34

Chord Length (ft)

15.71

6.08

31.76

9.61

37.63

18.91

18.91

Chord Direction

N16° 00' 15"E

N57° 31' 04"E

N73° 17' 16"E

N6° 23' 43"E

N71° 24' 25"W

N20° 15' 49"E

N23° 04' 17"W

NOTES

1. Proposed landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.

2. Northing and easting coordinates are shown to the flowline, unless otherwise specified.

3. Type 1 guard post, see 40-D-60002 for detail. Space guard posts 5' on center behind curb.

4. See (60557) for survey control.

5. See (60577) for sidewalk chase with cutoff wall detail, concrete pan, headwall & riprap detail.

6. Contractor to provide concrete jointing plan submittal, see specifications for information.

7. See (60578) for sign post installation, see specifications for additional sign information.

8. See (60579) for typical concrete jointing details.

9. See (60566) for pavement and gravel thickness, see specifications for additional information.

10. See (60555) for additional legend symbols. 0 20' 40'10'

PLAN - HORIZONTAL CONTROL

SCALE: 1"=20'

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