Attachment_2_Drawings_06302022.pdf

D

C

B

C," it� ., �� ).. ~ "' 0:, � ('\j � "'{ �-- �� " i::: "' �:,._ c,O:

cH! ct 'll

A

,!!l "'.. " "I �9 i!l .i :,c" i;::::a:: :c::��CJ �" "'cl ti:;, UTAH

ARIZONA

I I

I I

I I l

I I

I I

I

I I

WYOMING

Grand Junction

NEW MEXICO

Grand Junction

Col orad o Springs

Delta

Ridgway State Park Boundry

Ridgway

VICINITY MAP

NOTTO SCALE

Montrose

Denver

/I

KEY MAP

NOTTO SCALE

N'

NEBRASKA

KANSAS

OKLAHOMA

I

I

I I

I

I I

I

I I

I

I I

I

I I

I

I I

I

I I I

I I

I

I I

I

I I I

I I

I

I I

I

I I

I

I I

I

I I

I

I I

I

I t

I I

I I

I

I I

I

I I

I

I I

I

I

LEGEND

I

Qus Highway

I, , V Interstate Highway

Q State Highway l

L----" . '

Ridgway State \ Park Boundry �

I I J

V

I I

I

I I

I

R��DGWAY

' ·t1 RIDGWAYs� STATE PARK

/ r I '

I I

I I

I

I, l r ',- .._ I tJ '.:, L1_, \ i /

I �

I,.."

[ill

/i

AREA MAP

NOTTO SCALE

Notes:

DUTCH CHARLIE

MARINA AREA MAP

NOT TO SCALE

Drawing No. Title

Key Map - Location and Vicinity

894-417-721 Maps and Drawing Index

Site and Infrastructure:

894-417-722 Site plan

894-417-723 Topographical Plan

894-417-724 Underground Utilities

894-417-725 Utility Details

Building and Equipment:

894-417-726 Wash Pad

894-417-727 Building Foundation

894-417-728 ANS Decontamination Building

Elevations and Details

894-417-729 ANS Decontamination Equipment

894-417-730 Oil Water Separator Stand

894-417-731 Safety Ladder

894-417-732 Manhole Details

894-417-733 Electrical

894-417-734 Hose Reel Mount

40-D-60003 General Notes for Concrete Outline and Reinforcement

40-D-60004 Minimum Requirements for

Detailing Reinforcement

COR will provid an electronic copy of drawings to the contractor after award to assist in the layout of features to be constructed.

� - BUREAU OF -

• RECLAMATION

LL

<t:

�z :r:

f- (f) ffi

!>: b � :i � "' ::s <>;

"- [;l;,.:C <>: !,l.j Uj � � e;

� � ::5e:i :;:j -J c:, 0:, c§ Vi

MATT BRYNER

DESIGNED

MATT BRYNER

KEVIN MORAN

CHECKED

JOSHUA DUNHAM

TECH. APPR.

MARK WERNKE

APPROVED

PWIR£lfE11£71-

GRAND JUNCTION, CO

B j::! � � f2 :t GS � l2 <: cc:

0 >- Cl �

"-C cc:

t � � � � u � � :s::

5JAN2022

KEY MAP

LOCATION AND VICINITY

MAPS & ORA WING INDEX

894-417-721

SHEET 1 OF1

D

C

B

A

SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SECTION A-A

SECTION B-B

SECTION D-D DETAIL E

TYPICAL THICKENED EDGE AND CURB

DETAIL F

POWER FOR SUMP PUMP

SECTION C-C

A A

B B

C C

D D

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

JE

CT

W

AT

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

A A

PARTS LIST

INFORMATIONDESCRIPTIONQTYITEM

See specifications4" PVC Drain11 See drawing 894-417-73248" Manhole assembly 12 Zurn Z534 12-1/4 diameter heavy duty deck drain

Drain 13

See drawing 894-417-725Delineator posts34 See drawing 894-417-725Steel bollard 48"15 Grainger pn 30PW3220" daimeter cover16

D

D

E

A A

C C

NOTES

1. Provide 20" self sealing drain cover safe for "drive over" use, PIG brand, Grainger part number 30PW32 or approved equal.

894-417-726 SHEET 1of1

WASH PAD

40'-0"

20'-0"

Top of curb EL 6912.43

Top of curb EL 6913.10 Top of curb EL 6912.43

Top of curb EL 6913.10

Existing or new asphalt paving as needed, see site plan.

Saw cut paving for new construction where necessary. Patch area with 4" new asphalt, slope to drain water away from wash pad.

EL 6912.52

EL 6911.9

4'-0"

9'-0" Grade break lines

EL 6912.17EL 6912.17

#4 @ 12" Max each way

#6 continuous around perimeter

Hook ends of #4 grid around #6 perimeter bar

#6 top and bottom

8" min compacted class 6 gravel under all new concrete placements.

Overexcavate unsuitable material as directed by COR.

Import class 3 and compact as needed for overexcavation.

Moisten disturbed soil and compact with vibratory plate prior to placement of class 6 gravel.

4" PVC drain to manhole.

Provide garage drain with removable cover rated for commercial traffic.

1" Polyethylene line to building.

2'-0" Typ

Electrical outlet mounted to bollard see DETAIL F.

GFCI electrical outlet for sump pump

Steel pipe bollard see Drawing 894-417-725

1-1 2" rigid steel conduit formed into goose neck

10"

1" Conduit to electrical panel

1-1 2" rigid steel conduit (Detail F)

4'-0"

1'-6"

1'-0"

1" Electrical conduit to electrical panel.

Top of drain EL 6911.61

Top of drain EL 6911.61

Top of curb EL 6913.10 Top of curb EL 6912.43EL 6912.17

Ensure 2" cover over reinforcement.

1'-0" Min

6" Min

Thickened edge not shown for clarity.

See Section C-C for thickened edge.

4" to manhole 8"

1'-4" Min

Control joint see specifications 03 30 00

Control joint see specifications 03 30 00

Control joint see specifications 03 30 00

10'-0"

Steel bollard see Detail F

Manhole

South manhole see Drawing 894-417-732

1'-0" Typ Flexible delineator post

Flexible delineator post

10'-0"

10'-0"

6" min Typ

4" PVC

invert EL 6909.85 at manhole

Curb on 40' edges only

EL 6912.30

EL 6912.30

EL 6913.00

EL 6913.00

EL 6912.17

6" Min

1'-0" Min

Thickend edge

1'-10"

TYPICAL EDGE SECTION A-A

Typical pipe penetration

A A

B B

C C

D D

A A

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

JE

CT

W

AT

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

894-417-727 SHEET 1of1

BUILDING FOUNDATION

10'-0"

16'-0"

Integaral trap floor drain.

SiouxChief 800 Series with heavy duty ductle iron strainer or approved equal.

Slope floor to drain approximately 14" per foot.

6" min1'-4"

10"

3"

2" 2 #4 bars top and bottom continuous around perimeter of thickened edge

All floor reinforcement bars shall be formed to hook around thickened edge bottom bars as shown.

#4 bars at 12" max spacing each way

Northwest corner

Fresh water 2'-0"

4'-0"

EL 6912.83'

Slope floor to drain

1" Poly to manhole submersible pump

8" min compacted class 6 gravel

Overexcavate unsuitable material as directed by COR.

Import class 3 and compact as needed for overexcavation.

Moisten disturbed soil and compact with vibratory plate prior to placement of class 6 gravel.

2" PVC to retention pond.

EL 6909.00 at discharge to pond

1" Poly to fresh water connection

Curb stop valve and valve box

Inflow from south manhole.

1" Schedule 80 PVC electrical conduit from electrical panel to outlet located on bollard see Drawing 984-417-724 & 726.

2" cover

To electrical service size per code

Provide UFER connection to #4 continuous perimeter bar

7 1/2"

7 1/2"

Foam wrap pipe

SHEET 7

South West ElevationNorth West Elevation

North East Elevation

A A

B B

C C

D D

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

NOTES

1. Metal building with insulation in roof and walls.

2. Provide rain gutters and downspouts as directed by COR.

3. Submit color options to COR for selection. Roof shall be brown walls shall be grey, similar to existing buildings.

894-417-728 SHEET 1of1

ANS DECONTAMINATION

EQUIPMENT BUILDING

ELEVATIONS

10'-0"

10'-0"

16'-0"

3'-0"

1'-0"

3'-0" 4'-0"

6'-0"

7'-0"

Electrical panel

Water heater exhaust

Fresh air intake for water heater

1'-6"

1'-8"Frostfree hose bib

Outlet with weatherproof cover

Outlet with weatherproof cover

Outlet with weatherproof cover

LED Floodlight LED Floodlight

LED Floodlight

2'-0"2'-0"

8'-0" Typ

South East Elevation

SHEET 8

PLUMBING SCHEMATIC

SUGGESTED EQUIPMENT LAYOUT ISO VIEW

WATER STORAGE TANK AND SAFETY LADDER NOT SHOWN

SUGGESTED EQUIPMENT LAYOUT

PLAN VIEW

A A

B B

C C

D D

PARTS LIST

STOCK NUMBERDESCRIPTIONQTYITEM

Zoeller M53Sump pump, submersible, 3/10HP (min) 120V, intregal float switch

Grainger pn 4DKK7Check Valve inline swing 1-1/2" 22 47535K23Valve, Flow Adjustment, 1" NPT, PVC13 8051K45Flowmeter 1" NPT 1-10gpm14 Highland Tank Model R-HTC 200 GalOil-Water Separator, 10 gpm15 See Drawing 894-417-730Stand Oil-Water Separator16 McMaster Carr PN 47865K23Ball Valve, 1/2NPT Brass77 Plastic Mart CRMI-450 OTCB (tank) CRMI-480TTC (lid)

Tank 450 gallon, Open Top Cone Bottom, HDPE, with lid

Plastic Mart CRMI-48CBSTank Stand 48" dia19 Munro LP150B3Pump, High Head, 3ph 230V, 105' head @

10gpm minimum

McMaster Carr 6870K55Aluminum Filter Bag Housing with 50micron Filter, 5"dia x 20" Ht. 1-1/2 NPT

Rheem RTR-MW220DVL Tankless Water Heater system, 380K btu (min)112 McMaster Carr 4373K59Threaded Diverting Valve 1-1/4"113 Aqua Pure SST2HBFilter Housing with replaceable 5micron filters, SS, 16gpm flow, 200deg temp rating

COXREEL 1125-6-75Reel, Hand Cranked, 1" Swivel Inlet & Hose Connection, 75' of 1" ID Non-collapsable hose

C&S SBV10SS NozzleBall Shut Off, 1" NPSH, Aluminum, 1/4 turn handle

See specifications 11 11 25Pressure washer 3000psi 5gm, compatable with 180degree F water, 10hp min 240V 3ph

Coxreel HP1125-4-100Manual-Winding Painted Steel Hose Reel118 Spray gun with 40 degree tip119 Abanaki model SLB-12Oil Skimmer120 See Drawing 894-417-731Safety Ladder121 Oil Skimmer Catch Bucket122 See Drawing 894-417-733Ceiling mounted electric heater 3KW min123 Frostproof Hose Bibb124 15353Coxreel roller guide with bracket125 15353Coxreel roller guide with bracket126 Goulds APD15Pump disconnect rail system129 281-2Liberty 1/2HP pump 130 See specificationsCurb stop ball valve and valve box 1"232 See specificationsCurb stop ball valve and valve box 1-1/2"133 Grainger pn 1CKU1Check Valve inline cone 1-1/4" 134 WELL-X-TROL WX-102Pump accumulator tank 4gal min135 Grainger pn 55AX221" low pressure hose 75' length136 as recommended by manufacture1/2" pressure washing hose 75' length137 See Drawing 894-417-7331-1/4 Flow switch 4gpm136 See Drawing 894-417-733Pressure switch 5-65psi137

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

To floor drain

48" Manhole (South)

Water Storage Tank and StandOil Water Separator

Water Heater

Water Heater

Fresh water supply

Oil W ater

Separat or

Water Heater

Water Heater

Pressure Washer

1" Poly line

1-1/4"

CPVC

Oil Water Separator

Water Storage Tank and Stand

Fresh Water Supply

Water heater fresh air intakes

Pressure Washer

NOTES:

1. Equipment layout shown is suggested, contractor is allowed/encouraged to provide alternate layouts for approval if desired. Alternate layouts should maximize open space.

2. All equipment shall be attached to the building walls using strut channel and appropriate devices, hardware and attachements.

3. Provide shelf for disinfectant and PH control chemicals.

4. Pressure washer and other mechanical components shall be located a minimum of 16" above floor level to allow ease of maintenance.

5. Contractor shall provide all necessary and appropriate electrical equipment and connections for all devices.

6. Contractor shall provide drain valves (using 14 turn ball valves), in easily accessable locations for all locations/devices where water can be trapped which could freeze in the off season.

7. Contractor shall provide a progamable timer switch to run the oil skimmer during the night.

Pressure Washer

Hose Reel for Pressure Washer

10 11

ANS DECONTAMINATION

EQUIPMENT

894-417-729 SHEET 1of1

Tank overflow

48" Manhole (North)

To existing recycle building

To wastewater pond

2" CPVC

1-1 4"

CPVC

1-1

2" CPVC

All drain lines 1

2" CPVC

SHEET 9

SCALE .125

SECTION B-B

(BELOW SHELVES)

SCALE .125

TYPICAL FOOT DETAIL A

SECTION C-C

SCALE .125

ISO View

SCALE .15

A A

B B

C C

D D

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

A

A

BB

A

CC

NOTES

1. Material: A36 or A572 (any grade) steel

2. Remove all burs and break sharp edges.

3. Finish: Powder coat in accordance with specifications.

894-417-730 SHEET 1of1

OIL WATER SEPARATOR

STAND

48.00

3x3x1 4 angle perimeter frame around oil water separator

3x3x1 8 square tube legs

40.25

3x3x1 8 square tubing

3x3x1 4 angle cope end of 3x3x1 4 angle to cover open end of 3x3x1 8 square tubes.752x

1.00

1.00

1/8 min4 legs

4 legs

6x6x5 8 thick

1/8 4 places

1/8

23.50 Typical

14.00 Typical

4 thick pump mount plate and waste oil container shelf

2 places

1/8 1-2 3 sides both ends

Width shall accommodate oil water separator, approximately 25"

Length shall accommodate oil water separator, approximately 62"

2.502.50

2x2x 3 16 square tube

SHEET 10

ISO View

SCALE .15

SECTION A-A

SCALE .15

DETAIL K

SCALE .5

A A

B B

C C

D D

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

JE

CT

W

AT

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

A

A

K

NOTES

1. Material: A36 or A572 (any grade) steel

2. Remove all burs and break sharp edges.

3. Finish: Powder coat in accordance with specifications.

4. Apply non-skid tape to tops of ladder rungs after coating is applied.

894-417-731 SHEET 1of1

SAFETY LADDER

42.00

39.375

12.00

35.25

28.00

9.625

9.625

9.625

24.00 1/16

1" 16ga square tubing

1/16 All ladder rungs1-2All ladder rungs

2-4 2-4

1/16 1-3

1-3 1-3

Alternate stitch on opposite sides

2.75 1.00

45°

4.00

R1.00

R.25 2.50

8.13

.375

R.38 typ

16 ga diamond tread plate1" square tube center support

.25

SHEET 11

DEEP MANHOLE (NEW WASH STATION)

Lid not shown for clarity

SECTION B-B

DETAIL D

TYPICAL PENETRATION

SECTION E-E

(Internal components not shown)

A A

B B

C C

D D

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

A A

B

B

D

E E

NOTES

1. Precast concrete manhole

2. See drawing 894-417-729 for rail system and pump.

3. See specifications 33 05 31 manhole and hatch details.

894-417-732 SHEET 1of1

MANHOLE DETAILS8" Min compacted class 6 gravel Typical

8' min

4'-0"

Compacted backfill Typical

1'-6"

Install 4" PVC with tee and extensions at bottom.

Typical

4" Typ 8" Typ

Rubber boot

Core hole to establish consistent surface/ Install pipe with rubber boot then pack hole with nonshrink grout behind boot.

1" poly pipe to new ANS decontamination equipment building

2" ball valve and valve box connect to existing recycle building return line.

2" ball valve and valve box to wastewater retention pond.

Effluent from existing wash station. Match existing size. Downspout and Tee shall also match size of existing pipe.

Suspend electrical cable from bracket or side of manhole.

Cable shall not interfere with function of pipe rail system.

Typical

Install SS eyebolt or similar device to suspend pump from for winterization.

(Typical for both manholes)

Connect submersible sump pump to existing electrical service.

6' min

Manhole at new wash station (South) Manhole at existing wash station (North)

Precast concrete lid with 24" x 24" hatch.

Typical

4'-0"

Overexcavate unsuitable material as directed by COR.

Import class 3 and compact as needed for overexcavation.

Moisten disturbed soil and compact with vibratory plate prior to placement of class 6 gravel.

SHEET 12

SHEET 13

A A

B B

C C

D D

AL

W

AY

S

TH

IN

K S

AF

ET

Y U.

S.

D

EP

AR

TM

EN

T

OF

T

HE

IN

TE

RI

OR

BU

RE

AU

O

F

RE

CL

AM

AT

IO

N

DA

LL

AS

C

RE

EK

P

RO

ER

CR

AF

T

AN

S

DE

CO

NT

AM

IN

AT

IO

N

FA

CI

LI

TY

A T

RI

DG

W

AY

R

ES

ER

VO

IR

Matt Bryner

DESIGNED

Matt Bryner

DRAWN

Kevin Moran P.E.

CHECKED

Joshua Dunham P.E.

TECH. APPR.

Mark Wernke P.E.

APPROVED

GRAND JUNCTION, COLORADO

NOTES:

1. Approximate lengths shown shall be determined by measuring the purchased hose reel mounting points and adjusting dimensions accordingly.

HOSE REEL MOUNT

894-417-734 SHEET 1of1

(1'-3 3/4") Approximately

3'-4 3/8"

(2'-10 3/8") Approximately

1'-4"

2'- 3/8"

(2'-4 3/4") Approximately

Provide corner brackets and fasteners

Use corner bracket and expansion anchors to attach to floor.

1-5/8" galvanized strut channel

SHEET 14

SHEET 15

SHEET 16