Attachment_J2b_-_GVIC_Drawing_Package_2_of_3.pdf

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40-D-4334

FIGURE 1

GROUNDING METAL CONDUITS

Equal to Burndy Type GAR or GD

Welded connector equal to

Cadweld Type PC

METAL CONDUIT GROUNDING TABLE

CONDUIT SIZE MINIMUM SIZE NUMBER CLAMP SIMILAn

OF GROUND CABLE OF TAPS 0 BURNOY TYPE

-i"to 1/" No.4 A. W.G. 1 GAR 2" to 3" No.1 A.W.G. 1 GAR Above 3" No. 1 A. W.G. 2 GD

FIGURE4

EMBEDDED GROUND CONNECTOR WITH

EQUIPMENT GROUND CABLE

Insert bolts before plate is embedded.

Leave bolts in place until equipment ground cable is installed.

Floor or wall surface

Ground plate .·"� equal to Cadweld

8-Series

SIDE VIEWS

To equipment being grounded

4Gro.und lug:

Burndy Type /) � • YGHA, or equal

Welded connector equal to Cadweld

Type SS

FIGURE 2

BONDING CONDUITS AT EXPANSION JOINTS

Slip coupling

NOTE

See Fig. 5 for typical grounding details

CLAMPS SHALL BE EQUAL TO BURNDY TYPE GAR OR GD AND BARE

COPPER CABLE IN ACCORDANCE WITH THE TABLE IN FIGURE 1

OR A BONDING JUMPER EQUAL TO O.Z. TYPE BJ {WITH BRONZE

FITTINGS) MAY BE USED.

FIGURE 5

CROSSING EXPANSION AND CONTRACTION

JOINTS WITH GROUNDING CABLE

q

14" Approx.

Joint filler

"Bare Cab/ Ll q

Provide slack in cable to permit i" additional opening at joint

Recess to be formed in concrete by wrapping cable loosely with asphalt saturated cotton fabric and given a heavy coating of asphaltum.

+ This dimension is approximate for No. 4/0 cable only. For larger cables, increase diameter of wrapping accordingly

NOTE

THE CROSSING OF EXPANSION JOINTS WITH EMBEDDED GROUND

CABLE SHOULD BE AVOIDED WHENEVER POSSIBL£ THE EMBEDDED

GROUNDING SYSTEM FOR EACH UNIT OR BLOCK SHOULD BE SELF

CONTAINED.

FIGURE 3

BONDING CONDUITS AROUND JUNCTION BOXES

Ground cable

Ground cable

SECTION A-A

NOTE

CLAMPS SHALL BE EQUAL TO BURNDY TYPE GAR OR GD AND BARE

COPPER CABLE IN ACCORDANCE WITH THE TABLE IN FIGURE 1 OR A

BONDING JUMPER EQUAL TO O.Z. TYPE BJ (WITH BRONZE FITTINGS)

MAY BE USED.

FIGURE 6

GROUNDING OF THREE PHASE BUS STRUCTURE

Copper ground strap under bus support ring

Copper ground strap

GROUND CONNECTORS AS SHOWN IN

FIGURE 4 SHALL BE USED

Anchors

NOTES

1. Ground cables for connection to equipment shall be of sufficient length to bolt to equipment when ultimately installed. Terminations as shown in Figure 4 Dwg 40-D-4334 shall be used in lieu of stubouts.

Approximate locations only are shown on drawings. Exact locations to be determined in field.

2. Refer to conduit drawings or general arrangement drawings whenever available, for more exact location of equipment.

3. Metal conduits shall be grounded at both ends. If a break occurs in a run of metal conduit, the conduit shall be bonded across the break. In case the above is not feasible, the each section shall be grounded separately. Each contractor shall ground each metal conduit run, or portion therof, that he installs. Junction or pull boxes not containing protective equipment in which the conduits are installed with a locknut and bondnut shall not be considered a break when the voltage is below 240 volts to ground, but shall be so considered for higher voltages. All junction or pull boxes in runs of non-metallic conduit shall be individually grounded. All boxes containing overload protective devices shall be individually grounded.

4. Ground cable shall be No.4 A. W.G. or larger.

5. All paint, enamel, and scale shall be removed from point of contact on metal surfaces before applying ground connections.

6. All bolts, machine screws, nuts and washers used in making grounding connections shall be silicon bronze.

7. Cable shields and one conductor of multiconductor cable shall be grounded at both ends.

8. Thermoweld, Cadweld, or an approved equivalent process shall be used in making connections between cables where embedded in concrete, direct buried, or under plant superstructure.

9. Where Thermoweld, Cadweld, or an approved equivalent process is used it shall be performed with heavy duty welding equipment in accordance with manufacturer's instructions and the material shall be new fresh stock.

1 0. All ground connectors shall be UL I isled. All below grade connectors to be in accordance with IEEE 837.

REFERENCE DRAWINGS

TYPICAL GROUNDING DETAILS {SHT 2 OF 2) 40-D-4335

SWITCHYARDS & SUBSTATIONS - GROUNDING

DETAILS 40-D-4 753

PLATFORM GROUNDING DETAILS 40-D-4874

CABLE TRENCH GROUNDING. 40-D-6182

GROUNDING SUPPORTS ON TUBULAR

STEEL STRUCTURES 40-D-6309

FENCE GROUNDING DETAILS 40-D-6376

REV NO 2004-07-06 CHANGED NOTE 10, ADDED FIG.4 CONNECTOR REF., ADDED REF.

3 D - J. R. Z. DRAWINGS, OTHER MINOR REVISIONS.

3 - 70 - 00 REDRAWN IN AUTOCAO R.14 FORMAT

D - L.G.

12 - 2 -85 REVISED TO SHOW CURRENT PRODUCTS OR PRACTfCES.

D - G.D.O.

THIS DRAWING SUPERSEDES

IN PART DRAWING 40-D-4336, 01-14-2003

€19 ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMAT10N

STANDARD DESIGNS

ELECTRICAL INSTALLATION

TYPICAL GROUNDING DETAILS

DRAWN __ R,:f.t:f... = $._.J§. ______ SUBMITTED ___ D:... Cl_AB_K _________ _

TRACED __ J.:.. "1:. f:!:. ________ RECOMMENDED __ H._H<:_P!::PMB ________ _

CHECKED_ Y:fl!.:.P_-3-E:f-!:..-:. T:i-i=. ___ APPROVED _ _ J.._!J._M£Cif'=.._lAjJ _____ _

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Sheet #034

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40-D-4335

Welded connectors equol to Codweld Type

GY

FIGURE 1

GROUND MATS

g

GROUND ROD DETAILS

PERPENDICULAR

CLAMPS

FIGURE 2

GROUND MATS

HORIZONTAL PARALLEL THRU

CLAMPS

Welded connectors equal to

----- Codwe/d Type PT

Codweld Type XF or XG or equal

Cadweld Type XB or Cadweld Type TC or equal equal

FIGURE 5 FIGURE 6

FLOOR FRAMES

Welded connector equo/ __ ,__ __ _ to Cadweld Type RX

NOTE

WELD CONNECTOR WITH ANGLE

INVERTED PRIOR TO PLACING

FRAME IN FINAL POSITION.

Welded connector equo!--...,...--to Codweld Type RY

<J

RAILING POST BASES AND HANDRAIL SUPPORTS

PLAN VIEW

TO GROUND PLATE - SEE

FIGURE 4, DWG. 40-0-4334.

CONNECTION TO RAILING POST BASE

{DETAILS FOR GROUNDING HANDRAIL SUPPORTS ARE SIMILAR)

FIGURE 3

LIGHTING OR MISC POWER CABINETS

Coup/ ings ,, Recess frame ------....... ' ... ...,,_.

see 40-D-3744 ', 1:

Chaste nipple --------

Cabinet trim,, ....... Breakers '-,,, Terminal lug, equol to ___ _ Burndy Type QA-B <,,,,, Equal to Burndy ---.- --- type GAR or GD

Codweld _,- HT or Equal

.,, ,,,.,,,,, ... --... Recess

-�- --- Ground coble

Codweld ,,- HT or Equal

--;;" • -�;welded connector / equal to Codweld

Type PT Frame ground -----------Hg�'F"'

Trim screw---------

Equal to Burndy type------- _ GAR or GD

SECTIONAL ELEVATION

FIGURE 7

OIL TANK GROUNDING DETAILS

(',...,,,-------------....... "I I I iLEVATIO!iJ

SECTION A-A

SECTION 8-8

Terminal lug, equal to

Burndy Type QA-B

TO GROUND PLATE -

SEE FIGURE 4, DWG.

"-._ 40-D-4334 "---._ -.._________.,. Ground coble

DETAIL A

FIGURE4

RAILS

EXPOSED INSTALLATION

Welded connector equal to Cadweld

Type RX

CONNECTION TO RAIL

EMBEDDED INSTALLATION

CONNECTION TO RAIL

FIGUREB

CONTROL CABLE SHIELD

Ground conductor of EQUIPMENT CABINET cable ---+--..,,,_

Insulated shield gnd.

wire

GROUND BAR

I" X 1" COPPER

Ground wire #4 AWG

To terminal blocks

L-H---t--r-7;::11�g c�� d :g-D-4334 for conduit grounding)

Unwrap shield braid for a distance of 2 to 3 inches. Re-braid into a stranded conductor. Connect to insulated ground conductor by comp.

splice -----

Insulated Conductor to ground bus--�---

Compression splice

Shield Braid

Insulated Conductor Assembly

Sheath

DETAIL A

LONGITUDINAL CABLE SECTION

GROUND LINE

NOTES

1. See drawing 40-D-4334 for notes and list of reference drawings.

GROUND SYMBOLS

(Used on Pion Drawings)

Indicates ground coble embedded in concrete Indicates ground coble concealed but not embedded in concrete Indicates ground coble exposed Indicates ground rod Indicates ground connection Indicates ground coble riser Indicates embedded ground plate

REFERENCE ORA WINGS

ELECTRICAL INSTALLATION - TYPICAL

GROUNDING DETAILS {SHT 1 OF 2) 40-D-4334

REV N 2004--07-06 MINOR REVISIONS; ADDED FIG. 'S 2 AND 8.

3 D-J. R. Z.

3 - 10 - 00 REDRAWN IN AUTOCAD R.14 FORMAT

D - LG.

12 - 2 -85 REVISED TO SHOW CURRENT PRODUCTS OR PRACTICES.

D - G.D.0.

THIS DRAWING SUPERSEDES DRAWING

40-D-4336 IN PART (2003-01-14);

AND DRAWING 104-D-944 (2004-07-06)

� ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

STANDARD DESIGNS

ELECTRICAL INSTALLATION

TYPICAL GROUNDING DETAILS

DRAWN __ R,1'.l:f.,:::: �J.,_S. ______ SUBMrrTED ___ D.,_C,bAf1K _ ________ _

TRACED __ J.:... � I-!:,. ________ RECOMMENDED __ H._H:...Pf_LJM_B ________ _

CHECKED_ '!{"!.:_P_-_E.f:Ji. -:, �J.!::,_ ___ APPROVED _ _ J..l/._M£C!:.E'=.._lAl./ _____ _

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Sheet #035

CHAMFER :

Chamfer edges of permanently exposed concrete surfaces, except slabs and top edges of curbs, with a 45° bevel, 34" x 34", unless otherwise shown on the specifications drawings.

CONCRETE PLACEMENT :

Before placing concrete, see specifications and manufacturer's drawings, for all embedded material which is required in the placement.

DIMENSIONS :

All dimensions to a joint are to the centerline of the joint unless otherwise shown.

Dimensions to beams, columns, and walls are from reference lines or other control points.

Beam and slab depths shall be measured from the top of the structural slab.

Dimensions given for the depth of recesses are from the surface of the structural concrete.

Thicknesses shown for walls and slabs placed against soil or rock are minimum dimensions.

EMBEDDED MATERIALS :

Before placing concrete, care shall be taken that all embedded items are in position and securely fastened in place. Anchor bolt locations and settings are shown on the structural steel, miscellaneous metal, concrete, and equipment drawings. Conduits and grounding cables are shown on the manufacturer's drawings and the electrical drawings.

All projecting items, including waterstops, shall be supported and protected from damage and exposure.

FINISHES :

For location and classes of finishes for formed and unformed concrete surfaces, see the specifications drawings and/or paragraphs.

JOINTS :

All construction joints, identified as CJ, shall be provided where shown on the drawings. All optional construction joints, identified as OCJ, are to reduce the volume of placements or to facilitate construction. If optional joints are provided they shall be only at the locations shown.

Relocation, addition, or elimination of construction joints will be subject to approval.

TOOLED EDGES :

Tool exposed edges of slabs and top edges of curbs to a radius of 14", unless otherwise shown on the specifications drawings.

Extension

90-degree 135-degree 180-degree

Extension

BAR NO. 3 4 5 6 7 8 9 10 11

TABLE OF INSIDE BEND DIAMETERS (INCHES)

Inside bend diameter (Typ.)

Standard

Stirrups, ties, and hoops

4 123 33

4 41 2 51

4 6 91 2 103

2 2 21

2 41 2 51

4 6

SPLICES :

The minimum length of lap for splicing parallel bars in tension shall be as given in TABLES 3.0-60 thru 5.0-60 on 40-D-60004.

Staggered lap splices shall be separated to give 12 inches clear between ends of adjacent splices.

Bars spliced by noncontact lap splices shall not be spaced transversely farther apart than one-fifth the required lap splice length, nor 6" on centers.

When reinforcing bars of different size are to be spliced, splice length shall be the larger of ld of larger bar and tension lap splice length of smaller bar.

Splices are to be made so that the required clear distances to face of concrete will be maintained.

STANDARD HOOKS FOR DEVELOPMENT OF DEFORMED BARS IN

TENSION :

90-degree bend plus 12db extension at free end of the bar.

180-degree bend plus 4db extension, but not less than 21

2", at the free end of the bar.

STANDARD HOOKS FOR STIRRUPS, TIES, AND HOOPS :

#5 bar and smaller, 90-degree bend plus 6db extension, but not less than 3", at the free end of the bar.

#6, #7, and #8 bars, 90-degree bend plus 12db extension at the free end of the bar.

#8 bars and smaller, 135-degree bend plus 6db extension, but not less than 3", at the free end of the bar.

#8 bars and smaller, 180-degree bend plus 4db extension, but not less than 2.5", at the free end of the bar.

SYMBOLS :

Bars shown thus:

Headed deformed bar

#8@1-0 or #6@8

Indicate a group of the same size bars equally spaced.

An open circle at the end of a bar indicates a bend with the bar turned away from the observer.

A closed circle at the end of a bar indicates a bend with the bar turned towards the observer.

Splices shown thus indicate a lap splice, not a bend in the bar.

Mechanical splice

Extension

ACCESSORIES :

Bar supports, spacers, and other accessories are not shown on the design drawings. The recommendations of the ACI Detailing Manual-2020 (MNL-66), or other approved supporting systems shall be used.

CODE AND DETAILING REFERENCES :

ACI Building Code Requirements for Structural Concrete (ACI 318-19).

ACI Detailing Manual-2020 (MNL-66).

ACI Code Requirements for Environmental Engineering Concrete Structures (ACI 350-20).

COVER :

Place the reinforcement so that the clear distance between face of concrete and nearest reinforcement is 2" for #8 bars and smaller, and 3" for #9 bars thru #11 bars, unless otherwise shown on specifications drawings. Provide 3" clear distance from face of concrete for all bars when concrete exposure is cast against and permanently in contact with the ground. For corner bars cover, see

ADDITIONAL REINFORCEMENT AROUND OPENINGS AND RECESSES,

SECTION A-A on 40-D-60004. Clear distance is to the design dimension line.

Reinforcement parallel to construction joints shall have a minimum of 2" clear cover.

DIMENSIONS :

Dimensions are to the centerline of the bars except for embedment of hooks, which are dimensioned to the outside of the bar.

Clear cover dimensions are marked "clr." and are dimensioned to the outside of the bar.

PLACING :

Reinforcement at small openings (Max. 1'-6") in walls and slabs may be spread apart not more than 1.50 times the bar spacing.

Unless otherwise shown on the specifications drawings, reinforcement shall be adjusted laterally to maintain a clear distance of at least 1" between the reinforcement and keys, waterstops, anchor bolts, form ties, conduits, and other embedded materials.

In heavily reinforced areas, relocation of the embedded material or cutting of reinforcement must be approved.

When bars are bent due to offsets less than 3" and recesses less than 3" deep, the slope of the inclined portion must not exceed 6 to 1.

Reinforcement parallel to anchor bolts or other embedded material shall be placed to maintain a clear distance of at least 1.33 times the maximum size aggregate.

PLAIN DOWELS :

Plain dowels across contraction joints shall be smooth bars uniformly coated with a film of oil before concrete placement.

REINFORCEMENT DOWELS :

Unless otherwise shown, dowels indicated on the drawing, such as

#8(d), shall be embedded a length equal to ld and shall have a projection equal to that required for lap splicing to a bar of the same diameter.

SPACING :

The first and last bars in walls and slabs, stirrups in beams, and ties in columns are to start and end at a maximum of one half of the adjacent bar spacing. The minimum edge spacing shall be 2.5db.

For #9 thru #11 bars where minimum centerline bar spacing is 6" and the lap splice lengths requiring staggered placement shown in TABLES 3.0-60 thru 5.0-60 on 40-D-60004 are used, the minimum edge spacing shall be 3".

ABBREVIATIONS

Concrete - First stage

Concrete - Second stage

Concrete - Blockout

Concrete - Existing or in adjacent structures

Concrete - Precast

Grout

CONCRETE SYMBOLS

CONCRETE OUTLINE GENERAL NOTES

The different concrete placements are indicated by the following symbols:

NOTES TO DESIGNERS AND DETAILERS

REINFORCEMENT GENERAL NOTES (See Note 4) if = inside face ir = inside row

= development length = development length of standard hook LP = Low point ml = middle layer mr = middle row nf = near face nr = near row ns = near side OCJ = Optional construction joint of = outside face or = outside row spc. = spaced or spaces Std. = Standard tf = top face tl = top layer TOC = Top of concrete tr = top row TW = Tailwater Typ. = Typical uv = uniformly varying lengths of bars between lengths shown VCJ = Vertical construction joint WP = Working point WS = Water surface, Waterstop add'l = additional bf = bottom face bl = bottom layer br = bottom row CJ = Construction joint

= Centerline CL. = Centerline clr. = clear Cr.J = Contraction joint Ct.J = Control joint ctr. = center or centers db = nominal diameter of reinforcing bar Dwg. = Drawing ec = each corner ef = each face EJ = Expansion joint El. = Elevation

eq. = equal or equally

eq. spc. = equally spaced, equal spaces er = each row es = each side ew = each way ff = far face fr = far row fs = far side HP = High point

1. Splice lengths shown in TABLES 3.0-60 thru 5.0-60 on 40-D-60004 are for Class B tension lap splices in accordance with ACI 318 and ACI 350. Assumed conditions for these tables in addition to the requirements shown on this drawing are uncoated reinforcement, normal weight concrete, reinforcement yield strength fy = 60,000 psi, and the transverse reinforcement index (Ktr) equal to zero.

Splices or development lengths other than those shown in the tables must be detailed on the reinforcement specifications drawings.

2. Some factors which require additional consideration are: Beams or columns with ties, lightweight aggregate concrete, epoxy-coated reinforcement, excess reinforcement, bars in compression, bundled bars, and special seismic provisions.

3. The minimum centerline to centerline bar spacing requirements shown in TABLES 3.0-60 thru 5.0-60 on 40-D-60004 may not be applicable when using the provisions of ACI 350 Provision 10.6 for distribution of flexural reinforcement to control flexural cracking.

4. The minimum centerline to centerline bar spacing requirements shown in TABLES 3.0-60 thru 5.0-60 on 40-D-60004 is based on using 1.5 inch aggregate to calculate the spacings.

5. Recalculation of lap splice lengths and development lengths by the designer may be required for changes in combinations of controlling variables per ACI 318 Provisions 25.4 and 25.5, or ACI 350 Provisions 12.8 and 12.9.

6. Lap splices and development lengths for horizontal bars in walls are designated as top bar splices and development lengths unless otherwise noted or detailed on the reinforcement specifications drawings.

7. Development lengths for deformed bars in tension terminating in a standard hook shall be calculated by the designer in accordance with ACI 318 Provision 25.4.3.1 or ACI 350 Provision 12.8.5.

In cases where a restricted member thickness does not allow for the full development length of a standard hook, the designer shall use a reduced tensile capacity.

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GENERAL NOTES FOR

CONCRETE OUTLINE AND

REINFORCEMENT

DENVER, CO

40-D-60003

2016-09-23

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DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

R. BARTHEL

R. RODRIGUEZ

J. WAGNER

McGovern, Robert K P.E.

Bernstein, Alfred I Plant Structures Group

1. This drawing shall be used in conjunction with 40-D-60004.

2. For Minimum Requirements For Detailing Reinforcement, see 40-D-60004.

3. Unless otherwise shown on the concrete outline and/or reinforcement specifications drawings, the notes shown are minimum requirements and typical for all drawings that refer to this drawing.

4. Unless otherwise shown on the reinforcement specifications drawings or 40-D-60004, follow the recommendations established by the ACI Detailing Manual - 2020 (MNL-66).

5. # Denotes reinforcement bar number.

6. Numerals in parentheses ( ) following notes, details, and section letters or numbers indicate the number of the drawing upon which the section or detail is indicated or shown. For example (60524) denotes drawing XXX-D-60524. The letters XXX shown here will be numbers denoting the project.

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Sheet #036

AutoCAD SHX Text l = development length d = development length l = development length dh = development length

AutoCAD SHX Text = Centerline

0"

0"

0"

RECESS LESS THAN 3" DEEP

RECESS GREATER THAN 6"

Tie bars

Less than 9" 9" thru 1'-5"

1'-6" thru 3'-0" Over 3'-0"

TIE BARS

#6@1'-0"

EDGE BARS CORNER BARS

Spc. @ 1'-0" 4 - #4 (2 ef) 4 - #4 (2 ef) 4 - #4 (2 ef) 2 - #4 ctr.1 - ctr.

2 - (1 ef) 3 - eq. spc.

None None

#4@1'-0"

OFFSET LESS THAN 3"

TYPICAL OFFSET DETAILS

1.5" clr. (Min.)

TYPICAL CORNER DETAILS

6" Max.

Tie bar

SECTION A-A

Cover

Omit edge and tie bars along sides of openings where opening dimension is less than 1'-6".

Omit corner bars at sides of openings adjacent to floors, walls, or beams.

Omit corner bars if both dimensions of opening are less than 1'-6".

ADDITIONAL REINFORCEMENT AROUND OPENINGS AND RECESSES

NONRESTRICTED MEMBER

THICKNESS

RESTRICTED MEMBER

THICKNESS

Lap splice length

OFFSET GREATER THAN 6"

Nonrestricted Member Thickness

OFFSET GREATER THAN 6"

Restricted Member Thickness

0"

Cover

Cover

Symmetrical about

FILLET 1'-0" OR GREATER FILLET LESS THAN 1'-0"

Corner bars (see Note 8)

Corner bars

MEMBER

THICKNESS

OPENINGS :

TABLE FOR ADDITIONAL REINFORCEMENT

RECESSES :

Use corner bars in face of recesses deeper than 4" if either dimension of recess is equal to or greater than 1'-6".

Second stage concrete or blockout concrete

47** 58**

61** 76**

9 (29) 10 (32) 11 (36)

3 (10) 4 (13) 5 (16) 6 (19) 7 (22) 8 (25)

10 (32) 11 (36)

Bar size No. ***

IP (SM)

MINIMUM

to

BAR SPACING

(INCHES)

TOP

BARS *

OTHER

BARS

TOP

BARS *

OTHER

BARS

f'c = 3,000 psi TABLE 3.0-60 fy = 60,000 psi

9 (29) 10 (32) 11 (36)

6.5 7.5

3 (10) 4 (13) 5 (16) 6 (19) 7 (22) 8 (25)

10 (32) 11 (36)

3.5

4.5

9 (29) 10 (32) 11 (36)

6.5 7.5

3 (10) 4 (13) 5 (16) 6 (19) 7 (22) 8 (25)

10 (32) 11 (36)

4862**

50**

3.5

4.5

80** 65**6

9 (29) 10 (32) 11 (36)

6.5 7.5

3 (10) 4 (13) 5 (16) 6 (19) 7 (22) 8 (25)

10 (32) 11 (36)

3.5

4.5

9 (29) 10 (32) 11 (36)

6.5 7.5

3 (10) 4 (13) 5 (16) 6 (19) 7 (22) 8 (25)

10 (32) 11 (36)

3.5

4.5

1317 1213 1823 1418 2228 1722 2634 2026 3849 2938 4356 3343 4963 3849 5571 4255 6179 4761

58**75** 4558 71**93** 5571

1216 1212 1621 1316 2026 1620 2431 1924 3545 2735 4052 3140 4559 3545 5166 3951 5673 4356

54**70** 4154 66**86** 5166

1213 1212 1418 1214 1722 1317 2026 1620 2938 2329 3444 2634 3849 2938 4355 3343 4761 3647

45**58** 3545 55**72** 4355

Cover

6.5 7.5

3.5

4.5

* Top bars are defined as horizontal reinforcement with a casting position of more than 12 inches of fresh concrete placed below the bar

(see NOTES TO DESIGNERS AND DETAILERS, Note 5 on 40-D-60003).

** Splices must be staggered.

*** IP = Inch-pound bar size designation.

SM = Soft metric bar size designation.

**** Splice lengths are based on Class B tension lap splices.

AA

Edge bars across thickness of member to be same size as corresponding wall or slab bars but not less than #5 bars.

3" (T yp

DEVELOPMENT LENGTH

(INCHES)

= But not less than 24 inches

OFFSET 3" TO 6"

(See Note 6)

RECESS 3" TO 6" DEEP

(See Note 6)

TYPICAL BLOCKOUT RECESS DETAILS

(Second stage concrete shown)

Lap splice length

Cover

Cover Cover

Cover

Lap splice length

Cover

Cover

0"

90-degree Std. hook

90-degree Std. hook

90-degree Std. hook

Second stage concrete or blockout concrete

Second stage concrete or blockout concrete

Tie bars

Edge bars

Member thickness

Tie bar

TYPICAL TOP OF WALL DETAIL

Wall thickness

0" (Typ.)

For wall thickness less than 1'-6", tie bars not required.

For wall thickness 1'-6" and larger, tie bars to be

#6@1'-0" unless otherwise shown on reinforcement specifications drawings.

Bar size No. ***

IP (SM)

MINIMUM

to

BAR SPACING

(INCHES)

TOP

BARS *

OTHER

BARS

TOP

BARS *

OTHER

BARS

f'c = 3,500 psi TABLE 3.5-60 fy = 60,000 psi

DEVELOPMENT LENGTH

(INCHES)

Bar size No. ***

IP (SM)

MINIMUM

to

BAR SPACING

(INCHES)

TOP

BARS *

OTHER

BARS

TOP

BARS *

OTHER

BARS

f'c = 4,000 psi TABLE 4.0-60 fy = 60,000 psi

DEVELOPMENT LENGTH

(INCHES)

Bar size No. ***

IP (SM)

MINIMUM

to

BAR SPACING

(INCHES)

TOP

BARS *

OTHER

BARS

TOP

BARS *

OTHER

BARS

f'c = 4,500 psi TABLE 4.5-60 fy = 60,000 psi

DEVELOPMENT LENGTH

(INCHES)

Bar size No. ***

IP (SM)

MINIMUM

to

BAR SPACING

(INCHES)

TOP

BARS *

OTHER

BARS

TOP

BARS *

OTHER

BARS

LAP SPLICE LENGTH

(INCHES)****

f'c = 5,000 psi TABLE 5.0-60 fy = 60,000 psi

DEVELOPMENT LENGTH

(INCHES)

LAP SPLICE LENGTH

(INCHES)****

LAP SPLICE LENGTH

(INCHES)****

LAP SPLICE LENGTH

(INCHES)****

LAP SPLICE LENGTH

(INCHES)****

A

LW

A

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MINIMUM REQUIREMENTS

FOR DETAILING

REINFORCEMENT

DENVER, CO

40-D-60004

2016-09-23

2Au to

CA

D

R el

. 2 2.

0s

-D

-6

-R

D -2

.D W

G

M

AY

7, 3:

RR

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G

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DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

R. BARTHEL

R. RODRIGUEZ

L. NGUYEN

McGovern, Robert K P.E.

Bernstein, Alfred I Plant Structures Group

NOTES

1. This drawing shall be used in conjunction with 40-D-60003.

2. For Concrete Outline General Notes and Reinforcement General

Notes, see 40-D-60003.

3. For ABBREVIATIONS and CONCRETE SYMBOLS, see 40-D-60003.

4. For NOTES TO DESIGNERS AND DETAILERS, see 40-D-60003.

5. Unless otherwise shown on the reinforcement specifications drawings, the details shown are minimum requirements and typical for all reinforcement drawings that refer to this drawing.

6. This detail may not be appropriate for tension areas of shallow structural members. If in doubt, use detail for recess greater than 6".

7. TABLES 3.0-60 thru 5.0-60 generated using the general development length equations ACI 318 Eq. 25.4.2.4a and ACI 350 Eq. 12-1.

8. Development of diagonal corner bars in close proximity to another opening, wall or slab, will require bends or hooks.

OF 2

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Sheet #037 l (INCHES)d

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AutoCAD SHX Text l* = l , But not less than 24 inches* = l , But not less than 24 inches = l , But not less than 24 inches l , But not less than 24 inchesl , But not less than 24 inchesd, But not less than 24 inches But not less than 24 inches

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1745-100-1

D

C

N rt

B

A

Patterson Road

1J C)

����M�������:2'::':;�L������1�

8 1/2 Road

0 2

SCALE OF MI LES

C Road

GOVERNMENT HIGH LINE-----+;\\

CANAL DIVERSION DAM

PALISADE t=;

3%

COLORADO

RIVfR

PRICE/STU BB f I =u=

====��J�t=�=:p==,;===== U.S. HWY. 6 ,,.,_ __ _

DIVERSION DAM

DIVERSION DAM

\_See Detail A

GVIC FISHSCREEN

LOCATION (2)

GVIC

CANAL

SLUICE GATES

G< en

GVIC

DIVERSION

DAM

OMID

BYPASS

CHANNEL

N t

OMID POWER

OMID PUMPING

PLANT

MID "CHECK"

DETAIL A

@ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRANO VALLEY IRRIGATION COMPANY - COLORADO

GVIC FISHSCREEN FACILITY

SITE LOCATION

MAP

DESIGNED D.Hawkins - - - - - - - - - CHECKED - SE Montague - - - - - -

DRAWNJ!E_!J ______________ TECH. APPROVAL_Q_J�n_!}0_� ____ _

PROGRAM MANAGER

APPROVED - Steve Braw0)t - - -

GADD FILENAME

1745-100-1.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE 27, 2013 10:0J

1745-100-1

B

A

Sheet #038 thook Information Only

1745-100-2 5 4

D

C ,,,,,, /

Lagoon

B

A

5 4

Sewer crossing /

Begin 48"¢ bypass pipe

N 474260.63 E 1191113.55

8" Air vent (21) + (Sta. 0+28.68)

River

Colorado

E 7 790800 r po!e \� Existing powe )llllo,o d power \ Propose l- r line

·d e \ Foot brt g \ '·, ---------""'. 1\

\ \\ \ I\ '· I. Calibration weir

I

1·

\. Existing conduit

• lion sump & Imgo pipe (not to be disturbed)

Cofferdam ox is

Maintain ?ccess to stockp1/es

GVIC Diversion dam

PLAN

50 100 150

SCALE OF FEET

Area limits of contract use

GVIC Shop building

Existing conduit

NOTE: ,

Contours are 2 -1

• ting GVIC xis

• troshrock Floating

"AS-BU��

L r

__ --;:��T);---------

2002 REVISED

SAFETY

7!!!:_J_':'_D'.:LH:_L---_

�@�� /A\LL�WAYS THINK

UNITE� �:;r

TERIOR

DDFEIPARTMEN�:RECLAMATION TATION PROGRAM RI::;��COVERY

�i:;�7,�EII_ COLORADO

UPPER COLOR��iLEY IRRIGATION

C

N

LACI LITY

GRAND,,

SCRE. 11"1 GVIC FI{�

DEVELOPMENT

s PLAN --s.£.Me._n!_ag_u� - - - -CHECKED_ - -

D.Jen_!}l_!}_(E_ - - - -TECH. APPROVAL PRoGRAM MANAGER

D

C

B

A

Sheet #039

B

A

1745-100-3

/ Existing foot bridge

J[, l[' GVIC Pit run stockpiles

(Not for contract use)

Maintain access / to stockpile

Area limits of contract use

Concrete check structure ✓*

Existing buried conduit \ w/slide gates (5)

__s;

o.OJ::\ ..

Existing calibration weir

Begin 48"¢ fish return pipe Sta. 0+00

N 474260.78 E 1191113.49

SEWAGE_/

LAGOON

30 0

PLAN

30 60

SCALE OF FEET

I

GVIC Shop

Building

Existing buried \ \ conduit�- \

I \

Proposed \ \ transformer & pod��-�

I \

6" Concrete slob -'-.. - -----\

Trash rock (14) -·+-- --

H-15 Bridge (13)

L-

I I

I

I

I

Existing buried conduit

\ G.V.I.C .

Head gates _'I,_/

G.V.I.C. \

Cofferdam axis t..-

I

I

I

0,_/ � ) I

( I

I I

<1

I I

I

I G. V.I.C. Diversion dam

NOTE:

Al

Al

H < \T\

A)

1. Steel superstructure not shown.

2. Contours ore 2'-0"

3. See specification for light fixture descriptions (table 16500-A)

6-17- 00

REVISED "AS-BUILr'

@ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

I

I

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRAND VALLEY IRRIGATION COMPANY - COLORADO

GVIC FISHSCREEN FACILITY

FISHSCREEN SITE

PLAN

DESIGNED_ Q_./j_O_!!�ns - - - - - - - - - CHECKED_ S.E.Monta_Eue - - - - - - -

DRAWN!._ �i�o_w(_R_!q/5!..ff!._ _______ TECH. APPROVAL_D..:...J�n!.!._i!}_g� ____ _

APPROVED -Steve Browley - - PROGRAM MANAGER

GADD FILENAME

1745-100-J.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE27,201J 10:09

1745-100-3

D

C

B

A

Sheet #040

B

A

1745-100-4

N 474304. 74 £ 7797093.33 -

� l __ TOs n. 466

Ultrasonic transducer

(2 typ.)

8"¢ PVC

stilling well

-<J, �,;r" Footer below

SCALE OF FEET

-----� rffJ

, I ---+--_

Detail 3

, Check Strkture (5) ! ---L I I I 1---- I ' Calv. slidejgate (7 Typi) j 1---j i i i I -i i ' i i

J

NOT£:

i i i r---- I i

60"x48" slide gate

� Qp i i i i i i i i i i --�-- i ----+---

J

6" Concrete slab (TOS El. 4683. 7 0)

1. Course gravel protection not shown

2. Hand railing, grating, & steel superstructure not shown

7 7"x30"x78" Irrigation box w/cover

/"iz J Sch. 40 PVC buried conduit back to control panel

Sch.

panel

8"¢ Sch. 40 PVC

- bolted flange (2 typ.)

3. All slabs #4's@ 72" o.c.

4. 7/2" Sponge rubber between structure and

6" slab on grade (Typ.)

+ ws El. 4679.60 @ 640 cfs.

----+- - Re inf. not shown i-.--t-t---i-- - --7'-2" - - - - --+-----<M

8"¢ Sch. 40 PVC 90' elbow 8" Sch. 40 PVC pipe

EJ

(9)

Calv. 2'x5' slide gate

6" Concrete slab TOS El. 4683. 70

233'-6"

(ip Cip i i i i i i i

J

Calv. 7/4" bar (typ.)

w/7/2" x 4" studs@ 72" o.c.

(typ.)

1/4

<ip ([J) cy> i i i i c:, "'

;:_; 7 7'-0" "' (typ.) ...

Gj i

DETAIL 4

i i i Detail 5 I i i

J + TOS El. 4672.60

Stoplog guide

TOW El. 4683. 7 0

L3 Detail

Note:

7. Bridge, troshrock, handrails, and metalwork not shown.

See drawing 7 745-100-16

2. All hatch areas at El. 4683.10 except@ bridge abutments. See Dwg. 7 745-7 00-7 J.

I i i i i lt'o�

PLAN

1 0 10 15

SCALE OF FEET

7 7"x30"x78" irrigation box w/cover

20 25

PVC Sch. 40 8" ¢ Stilling we/ I (typ. 2) i i i j

Footing below TOW El. 4683. 70 j i TOW El. j 4683.43

--- f; _-:_-:_-_-:_-:_-:_-:_-(--:_-_-:_-:_-:_.-:_-:_;'! -------- : ',,,, i //

�D (1)

-� �1� -T@] i

Baffle(/ I)

CI) ...

'b-, I <a l:,L 77'-5" 24'-7"

--x, M r------------- t>--

F(13) i 7 7'-7 /" 9'-9" 73'-70"

Lil CI)

25'-6"

(j__ Structure Brig.!

cJJ W(9) S 55" 23' 28" W

N. 474437.4 7 E. 1797403.87

TOS EL. 4672.60

Lil C G

,>- Ho------+-1>;5'-6"+-------<

L> C(sim.)

(5)

(7 3) Footer

BL -----------��"�---------

12,_7" jl- 4,_9,, Buttress G

L 12" (typ.) (4 typ.) 6" Concrete slab

(TOS 4683. 7 0)

TOW El. 4683.43

59'-4"

Spotlight with pole & footing (typ. A) (2 typ)

/jA 12 21 01

100 OLH

;;,._ 1 J 02 01 f.l.', 100 DLH

Added dimension from pier face to B-line in Det. 5

Revised dimensions

AA

'b-, I

2'-70"

Ii_ Pipe El. 4675.60 + -- ---+--\::(�+---@ @ ALWAYS THINK SAFETY

Floor drain strainer, PVC fitting with Stainless or Bronze strainer plate (2 Typ.)

Re inf. not shown

SECTION I-I

STILLING WELL DETAIL

,-,.-+-�, -_�-+-� : t----� I

-+- -- - -�- - - -�-'-+-L-'-! �!�°;2_----1--.'

.c;o__, I,_" - _':.,J

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

J'-3"

DETAIL 1

SCALE OF FEET

Fishscreen slot (72)

DETAIL 5 (typ.J

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRAND VALLEY IRRIGATION COMPANY - COLORADO

GVIC FISHSCREEN FACILITY

4'-7" SCALE OF FEET

CONCRETE STRUCTURE

PLAN

TOW El. 4683. 7 0 DESIGNED D.Hawkins _________ CHECKED_ SI.Montague _____ _

LEGEND DRAWN_ T Kildow, Gfg, REG ______ TECH. APPROVAL_ D.Jenning__§ ____ _

IQ] -- u/s ([: W6 Column Bent ll2l -- D/S q:_ W6 Column Bent

PROGRAM MANAGER

APPROVED _Steve Braw/y __ _

0-- Transverse(£ W6 Column Bent Layout���=�--�--�--------------< CADDFILENAME DATEAND TIMEPLOTTED ��;7-i�i2 REVISED "AS-BU IL r' i--"'====--.L_"-17-"45_-'-"I0.,_0 --'4"'-.DJc, Wic..,NE�l�9�99,..+-' J-"'

N"'

""'2

"-' "'s"''�'-"11"'''0-'-0-o __ -

--l

D

C

B

A

Sheet #041

B

A

1745-100-5 5 4 3 2 r-1:_:__· __ 7· ----- 11 '-S

'F--------------------------:_��J cY I

N 474304. 14 E 1191093.33

11 '-3" l 4' El. 4683.10 C9x13.4 (typ.J(/6)

;. L_ f--\--=1==c=w---,..L---t ---+row El. 4683.43

TOW El. 4683.43

� FG El. 4683. 00

1 1/2" Calv. grating (typ.)

#6's @ 12" o.c. e. w., e.f.

1-1/2:

AA

i i IColv C9x13.4 i beam (typ.)

i i i

I 'C,J

I�

QJ '"

-21� u '" " I"'

(/) II'---_

\_/2"S/ab -------.... (typ.)

+ms El

4673.60

-t1

QJ

<:n 0 e 0-C: I I..._ '<;;j- "!

C.,O

(._) lea 1 1 1 �

(c;J'Cc,J i i i ]

TOW El i-4683 101 5'-0 I I (hatch ·dreo) • i

I (typ

I i /2''.,-j i I-i ! ! (typ.) I! I

I '

(unless noted)

1-1/2:

L::

ed footing below

I a, 12"

Calv. L2x2x1/4 support beam w/1/2"¢ x /" bolt & nut @/2" o.c.

#6's @ 12" o.c., e. w., e.f.

#6 L -bars @ 12" o.c., e.f.

#6's @ 12" o.c., e. w., e.f. (typ.)

-+El. 4672.60

NOT£: El.

#6 L-bars@ 12" (Alternate legs)

#6's o. c. e. w., e.f.

SECTION E -E<5J

handrail (17)

! Ef9)

_ _ ...LL><',L_--',..LL',.__+-�L�-�- �

·�· ����--��--�-�-�-~---�-�,���-������������-��==�=�:;;:;;;;i;=====�:.:4---� ;,.,A I £� b

SECTION 8-8

Handrails not shown

6" Concrete slab (TOS El. 4683. 10)

#6's@ 12" o.c., e.w., e.f.

FG El. 4683.00 #6's@

12" 0. C. e.f.

1/2" Calv. grating (typ.)

1 0

7'-1" 1'-7 1/2"

Calv. surface mount 5'-0"x5'-0" slide gates (2 shown - 7 req.)

I

1 0

SECTION A-A

SCALE OF FEET

PLAN <2J

SCALE OF FEET

L> c:::i

NOTE:

Course grovel protect ion and handrails not shown.

TOW El. 4683. 43

Calv. L 2x2x1/4 grating support (surface mount w/ 1/2" ¢ x 6 1/2" epoxy anchor bolts) (2 typ., 1 opp. hand)

11'-3" 4'-0"

SCALE OF FEET

Calv. 1 1/2"¢ Deta i I 3

Calv. 1/4" 1£ web stiffener

Handrail (17) 1/2" grating

#6's@ 12" Surface mount 5'-0"x5'-0" s/ ide gate (7 typ.)

1/2" grating El. 4683.10

Calv. L 2x2x1/4 W/ 1/2"¢ x /" bolts

------------------------------------ -,----------- & nuts@ 12" o.c.

(Terminate short to provide clearance for clip angle.

See Detail 1)

10" Cut off wall

43'-5"

HALF SECTION c-c (5)

1 0

10 15

SCALE OF FEET

Calv. C 9x13.4 (16)

Finish grade El. 4683.00 W.S. El. 4679. 61 @ 640 CFS

NOTE: Course gravel protection & handrails not shown.

-------------------------------- =f ========--------� Detail 2

8"

DETAIL 3

t1)

7'-1"

12" Concrete check structure pier

Surface mount Calv. 5'-0" x 5'-0" s/ ide gates (7 typ.)

12"

FLOW

Detail 4

El. 4673. 60

SECTION D-D

<l

---------- Cate fro me Secondary grout place after gate is ins/a/ led

L.:.w-----L. Provide block <l

<l out for surface mount gate per gate manufacturer requirements.

Ga/v. surface mount 5'-0" x 5'-0" s/ ide go

Calv. L 2x2x1/4x3 1/2 clip (typ.)----�

Calv. C 9x13.4 MK-/ (16)

NOT£:

Grating support angle not shown.

NOTE:

7/2"¢ X 6 //2' Epoxy anchor bolt (typ.)

DETAIL 2

#6's Verticals (Horizontal not shown)

DETAIL 4

j TOW El. 4683.10 / 1/2" Calv. grating ! ::f (not shown)

All hatch areas at El. 4683.10 except@ bridge abutments. See Dwg. 1745-100-13.

Calv. L2x2x1/4 upporl angle w/1/2"¢

& nut@ 12" o.c. (typ.)

x /" bolt i+--�i------.. (Top leg El. �4682.98)

TOW El. 4683.43

DETAIL 1(typ.J

SCALE OF FEET

Calv. L2x2x1/4 x 3 1/2" clip w/ 2- 1/2"¢ x 6 1/2" epoxy bolts per ea. (typ.)

Calv. C9 (typ.)

(TOS El. 4683.43)(/6)

J/4" Chamfer (typ.)

5/8" ¢ x 7 5/8" Long epoxy w/ hard fiber dielectric washer spaced per gate manufacturer's requirements

6-17-2002 REVISED "AS-BUILT'

100 DLH

@ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRAND VALLEY IRRIGATION COMPANY- COLORADO

GVIC FISHSCREEN FACILITY

CONCRETE CHECK STRUCTURE

PLAN, SECTIONS, AND D£TAI LS

DESIGNED O.Hawkins _________ CHECKED_ S.£.Montague _____ _

DRAWN_ T Kildow/REG ________ TECH. APPROVAL_ D.Jennings ____ _

APPROVED_ Steve Brawl,g -

- PROGRAM MANAGER

GADD FILENAME

1745-100-5.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE 27, 2013 10:11

1745-100-5

B

A

Sheet #042

B

A

1745-100-6

Compacted backfil I

Ga!v. sf ide gate 60"x48"

Finished backfill (El. 4683. 00)

Slide gate and inclined wall

6" Concrete slab (beyond)

See Detail 1 48"(/J Fish return pipe (21) 15" Floor

See Detail 7(B)

Vories

Original ground except at structures

18"

I i

(8 I i

I i

See Detail 5(18)

1 D 10 15

Ga!v. structural steel structure (15)

I

20 25 i

I i

SECTION A-A

(4)

TYPICAL CANAL RESHAPE SECTION

10 15

SCALE OF FEET

5 4

3 2

1" Air hose with festoon system (typ. 3 places)

Ga!v. L 2"x2"x1/4" X-bracing (typ.) (15)

I i

I i

I i

Fishscreen cleaner

2" Ga!v. air line

Baffle trolley hoist (electric)

(Parked position, 1 of 3) (19)

Go!v. W6x25 Bent (typ.)

Go!v. S7x15.3 trolley beam (2 typ.) (18)

B (15)

Fishscreen cleaner (19) (Parked position, 2 of 3)

Fish screen panel (12) (typ. 23)

Fishscreen panel trol /ey hoist (electric)

Spot! ight and pole (2 typ.)

(Type A)

See Detail 7 (13) H-15 Precost bridge

Trashrack (14)

Fishscreen cleaner (19) (Parked position, 3 of 3)

Galv. S7x15.3 Cleaner trolley beam (18) See Detail 6(1BJ

Go!v. 2' x 5' slide gate frame & stem (Frame embedded w/secondary grout)

� Cut 3/4" chamfer in stop!og guide leg to match concrete chamfer (typ.)

Stop!og guide _/

Detail 4 (4)

Elev. 4672.6011-

#6 Bent bar @ 6" 0. C. e.f.

Slide gate blackout

Bend bars for coverage at blackout

9'-7 3/4"

4'-10 1/2" 11" 3'-10

-4- " -Gr-at-in-g -(H --2- 0)-�

-i-

J

1/4'1 r i

11- El. 4683. 10

#4's@ 12" o.c., e.w.

(Bend horizontals into side walls)

11- Elev. 4680.27

FLOW

6" Concrete inclined wall

4-nev. 4677.60

See Detail 3 (B)

#6's@ 12" o.c. e.w., e.f.

6" Chamfer DETAIL 1

LJ SCALE OF FEET

3 2

(8)

Stilling well (4)

SEE SECTION A-A

(14)

6-17- 00 REVISED "AS-BUIL('

100 DLH

@ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRAND VALLEY IRRIGATION COMPANY - COLORADO

GVIC FISHSCREEN FACILITY

CONCRETE STRUCTURE & METALWORK

SECTIONS & DETAIL

DESIGNED D.Hawkins - - - - - - - - - CHECKED_ S.E.Monta!]Ue - - - - - - -

DRAWN T Kildow/REG ________ TECH. APPROVAL_ D.Jennings ____ _

PROGRAM MANAGER

APPROVEO_Steve Brawlg - - -

GADD FILENAME

1745-100-6.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE 27, 2013 10:12

1745-100-6

B

A

Sheet #043

B

A

1745-100-7

Pay line

Compacted backfil I

+row El. 4683.43

Finish grade (El. 4683.00)

6" Concrete slob £1. 4683.10

Varies

U/S edge of incline wall 1

4" Ga!v. grating & !

surface mount anglfi (not shown)

12" (typ.) -

3'-10"

1'-10"

15"

1/2" Sponge rubber (typ.)

(typ.)

4" Gravel fil I

1/2" Sponge rubber (typ.)

6" Concrete slob £1. 4683.10

Finished grade \ (El. 4683.00)

Compacted backfill (El. 4682.76)

Inc I ined wo 11, gate on D/S side (not shown)

4" Gravel (typ. @ slobs)

#6's@ 12 o.c. e. w., e.f. (typ.)

Payline

IO" Wo I I Vories or

I I 1 12 ..

6'-5 3/4" Varies 4'-3 1/4"

R+���===i===F==J

By-poss slot

#6 Bent bars @ 12" o.c. e.f.

Fishscreen slot

(IO)

�-��+n. 4672.60

C)

Sampling well (beyond)

#6's @/2" o.c. e.w., e.f. (typ.)

Check structure (beyond) (5)

6" Concrete slab (El. 4683. /0) w.s. £1. 4679.61 _ V _@ 5!0 cfs

Pay line

12" Course gravel protect ion

Pay line u 4669 oo+ - -\ r:2

-i===,::,�� :=:-\ \ #6's @ 12" o. c., e. w., e.f. (typ.

,-,----+ El. 4669.60

4'-0"

1 L ______________________ _

SPLIT SECTION 8-8r4J #6 L-bars @ 12" o.c. e.f. Vories 8'-4" 10" 12"

SCALE OF FEET 32'-5"

11'-3" 9'-2" @] 12'-0" 5'-0" Min.

SECTION C-C r4J i----+----- 7'-2" ----+--0-i SCALE OF FEET

17"x30"x/8" Irrigation box with cover. -------1

#6's@ 12" o.c., e.w., e.f.

L,- -r-,�t

(Ends bend down into end wall)

8" PVC Stilling well inlet with SST floor drain (4)

#6's@ 12" o.c., e.w., e.

8" f!I Sch. 40 PVC bolted flange

Baffle slot

(IO)

Fish screen slot

(IO)

6" Concrete slob (beyond) (El. 4683. IO)

W.S. El. 4679.61

___ \1 _@6__40 cfs

FLOW

+u 4675.60

NOTE:

Structural steel & grating not shown

@J -- U/S f W6 column

[£] -- D/S f W6 column

12" Course gravel protection

6- 7 7-2002 REVISED "AS-BUILT'

Canal invert 100 DLH

C) + £/ 46 7 3. 60 � "'oa=2�B�0�1�+D�e- / e -t e -d� e -m-b-e d-d -e d� a n_9_/ e s

�in-S� e c �tio_n_C�-�C�a

-n -d�D--�D.------l

_I 700 DLH

----4�:::::;::====i=======,::::::===.;:=========:;n-vv=�7"7T7,-c:t7,,=;i:--;r�,---+ n 4612. 60 @ ALWAYS rnrnK SAFETY

15" � Payline � <l• Compacted backfil I.

UNITED STATES

DEPARTMENT OF THE INTERIOR

DEPARTMENT OF THE INTERIOR

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRAND VALLEY IRRIGATION COMPANY - COLORADO

GVIC FISHSCREEN FACILITY

CONCRETE STRUCTURE & METAL WORK

SECTIONS & DETAIL

DESIGNED D.Hawkins _________ CHECKED_ S.E.Monfa_(J_ue ______ _

DRAWN_ T Kildow/REG _________ TECH. APPROVAL D.Jennings ____ _

SECTION D-D (4J APPROVED_ Steve Browley - - - PROGRAM MANAGER

SCALE OF FEET

3 2

GADD FILENAME

1745-100-7.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE 27, 2013 10:13

1745-100-7

B

A

Sheet #044

B

A

1745-100-8

77" 3'-10 1/4" � h-,-�����-�-----�-�����- '' n. <corn " I T

1E

<1

" <1

"v

� j 4" H-20 c,, Go!v. grating

#4's@ 72" o.c. e.w.

Go!v. L 2x2xl/4

(Bend horizontals into side walls)

Concrete incline wall

DETAIL 4

(6)

SCALE OF INCHES

#5 Chem-Stud dowe!s,23" long, 7 1/2" embedment, 73" spacing

#5 Edge bars

Bolted metal flange per pipe manufacturer's requirements

15"

Go!v. 60x48 slide gate not shown

#6's @ 12" o.c. e. w., e.f.

Sampling well ( 4)

2-#4 Hoops

Gate stem

Concrete outlet

2-#4 hoops

Fish return structure {21)

El.

{21)

FLOW

S 0.00294 #6's @ 12" o.c. e. w., e.f.

#6's @ 12" o. c. e. w., e.f.

I Invert i====�=f:s=';;s:sf�;.===:R:=z;===:;::::i==t---+ n. 4669. oo

DETAIL 7

(6J

SCALE OF FEET

#6's@ 72" o.c. - 48" long (@ end of wall)

Gate leaf

Embed gate frame

Light@ gate leaf.

DETAIL 3r 6J

SCALE OF INCHES

10"

1 1

DETAIL 8

(21J

SCALE OF FEET

FLOW

s�o.00294

Pay line

48"¢ HOPE fish return pipe

0-rinq centered in wall with joint sealant either side

Gate support angle

------ /\ --- 2\ --- - Assembly fia!-dwore

Guide roil

FLOW

Gate

V

V

Bypass slot wall

Secondary grout (place ofter gate is installed)

,--;,+----- Embedded go!v gate frame

<J LIi Gate block out per gate manufacturers requirements ( 10' -6" Full height of wall + depth of sill blackout)

Ll 4J Guide roil

Fil !er bar L\

SECTION A-A

(6J

Embedded ga!v. gate sill d

LI

<1

LI

LI

L'.I

SCALE OF INCHES

d

L'.I

DETAIL 2

(6J

SCALE OF INCHES

Ga!v. 2'-0"x5'-0" Slide gate frame & gate

FLOW

Secondary grout place ofter gate is installed d

LI

Block out per gate manufacture's req.

(2'-0" Full width + depth of block out@ walls) ffi 4 29 2002 Revisions to Details 7 & Bas-built.

100 DLH

@ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

RECOVERY IMPLEMENTATION PROGRAM

GVIC FISHSCREEN FACILITY

INCLINED CONTROL SLIDE GATE

DETAILS

DESIGNED _JJJ!g_w__}5_ij} __ s _ ________ CHECKED_ S.£.Monfo9}-le _____ _

DRAWN _T 3!!_d�"!f�� _________ TECH. APPROVAL _D..:...J'!!._n!]_i!]9.§_ ____ _

PROGRAM MANAGER

APPROVED_ Steve Brawley __ _

CADD FILENAME

1745-100-8.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE 27, 2013 10:14

1745-100-8

B

A

Sheet #045

B

A

1745-100-9 5 4

55'-8"

6" Concrete slob H-7 5 Bridge (13)

3/4" Epoxy bolts (74 typ. per span- U/S side only)

6" Concrete slob El. 4683. 7 0 (typ.)

1/2" Sponge rubber fil fer (typ.)

@ 72" o.c., vert.

6's@ 72" o.c., horiz.

7 2-#6 Bent bar

#6's@ 72" o.c. e.w.

#6 L-bors

@ 72" o.c. e.f.

# l's@ 72" o.c. e.w., e.f. j

Compacted �7 #6 L-bors

@ 6" o.c. e.f.

Payline

TOW El. 4683. 43

£/astomeric sealant

1/2"¢ Smooth dowels

4'-0"

3/4" Chamfer on exposed side only

No bond required

32" long@

2" f--o_. _c._----,,_..,__.,,,___-----< e.f.

# 4's@ 12" o.c., e.w., e.f.

3/4" expos

£/ostomeric sealant

7/2"¢ Smooth dowels

#6's@ 72" o.c. e.w., e.f.

1 0

Chamfer on ed side only

1 0 io r

1----4'-0" ----1----4'-0" --I 7:7

SECTION H-ff:4J 5 10

SCALE OF FEET

81'-2"

55'-8"

58'-I 1/16"

SECTION L-L (4J

SCALE OF FEET

2'-4"

2" Sponge rubber filler --I I '-5"

II"-- r 2-#6 edge bars e.f.

d y 0

TYPICAL CONTRACTION

JOINT (CJ)

TYPICAL EXPANS

JOINT (EJ)

ION

FLOW Ny)

/ 1,/, '

SCALE OF FEET SCALE OF FEET

x25 (15)

El. 4683.10

., e. w. (typ.) &

I 12

I nchor bolt

1-------1 long x 4" leg

SECTION J-"J (4J

COLUMN

SUPPORT@ SLAB (1 typ.J

J

CD

4 5 /� )' I

I I 7 11,,,;:

'/ v' ' ' ' o , 0 0 u/s edge of /,/ �- / . . .

troshrock �- ' ' ' v 0 0 0

/4 o, 0 0 0

/1/ / . . .

. . . . : h, . '

I 23'-5"

SECTION M-M (4J

SCALE OF FEET

TOS El. 4672. 60'

4-#5 vert.

#3 Hoops @9" o.c.

, � --� j backfill t:;_\

Compacted bockfil I

Pay I ine {typ.)

NS '/

NOTE: Trashrack and handrail not shown.

9'- 9" H-75 Bridge deck (13)

(Deck sill el. set by bridge i----- manufacturer's req.)

#5 U-bors @ 6" o.c.

@ deck bearing

0 0 0

0 0

See Drawing 7 745-700-74 for trashrack See Drawing 7 745-7 00-7 7 for handrail

� 10" Cut off wall

6"

Jcrh ' j i

4683.43 El. 4683 43 +

i i

--b iYN .

. #7

's@ 12" o.c. e.w., e.f.

#7 vr

1, L-bor 2" O.C. e.f.

i

• 1 i, + El. 4672.60 t

FLOW

I tt ,7i� ! 1�1!

I

Iv �

4!' i

Iv i i

4!

i I i ,·

4'-0"

#5-L- Bors

Spotlight & pole w/foundotion (2 typ.)

#5@ 9" 0 C, e W

!," - --1 1, �/

� ----" - -- - - - _____ J _���--y-�

I. 2'-0" . I

Finished grade El. 4683.00 SECTION K-K

(4J (4 lyp.)

4-#4's w/ #3 hoops

@8" o.c. SCALE OF FEET

Embed metal (10) #6's@ 12" o.c. e.w., e.f.

--+---'-' �--------+-------1>--_ #3 Hoop @ 6" o.c.

#3 Hoop@ 12" O.C.

i i i

#3 U-bor@ 12" o.c, V

V "

V "

INTER. FISHSCRfEN PIER REBAR(typ.J ! Emb. golv. 3/4"(/) x 78" x 4" leg ffi I

H L-bar (4 lyp. @ eo. col.) -re, -JI v

V

#3 hoops@ 72' o.c.

� (typ. al col.)

--------- 4-#6's (typ. ol col.)

� #6's@ 12" o.c. e.w., e.f.

NOTE:

I. Seat depth for 12" bridge sla Seat shall be adjusted to match manufacturer's requirements.

6-17-L00L I REVISEO "AS-BUI Lr'

100 DLH

@ALWAYS TH

b and 1/2" bearing height.

bridge deck

INK SAFETY

UNIT, 'ED STATES

DEPARTMENT OF THE INTERIOR

F RECLAMATION BUREAU 0

UPPER COLORADO RIVER REC I

.60+>-El. 4673

El. 4682. 60+

_c_ - ___ L_...l ------ ----- ------ ------ - --

GRAND VALLEY IRRIGA

OVERY IMPLEMENTATION PROGRAM

TION COMPANY - COLORADO

#l's@ 72" o.c. e. w., e.f. (typ.) © #5 U-bors @ 6" o.c. } V

I #6 L-bars@ 12" o.c. e. f

; I I

I

ll. "

' ½'-"' ;:.<V ;:.<V ;:,("-"';:..('-'';:.<·-"' Av,1

,"(,w�w<,'<, ,"<,,«

SECTION 0-0

GVIC FISHS GREEN FACILITY

CONCRa £ STRUCTURE

S & DETAIL SECTION

DESIGNED ____________ CHECKED _____________ _

DRAWN _T_Kj_lcj_o_w(f!._E!:j _______ _TECH.APPROVAL __________ _

PROGRAM MANAGER

r,ann _.v,,_·11-u

APPROVED --

GADD FILENAME 1745-100-9.DWG

DATE AND TIME PLOTTED

JUNE 27, 2013 10:15

SCALE OF FEET SECTION N-N

(@ Pier 25 direct legs away form EJ.) SCALE OF FEET SHEET I OF 2

JUNE 1999

1745-100-9

5 4 3 2

D

C

B

A

Sheet #046

B

A

1745-100-10

ISOMETRIC

GALV EMBED METAL

@ FISHSCREEN PIER

(22 Assembles req. as shown)

1/8"

7/4" Galv. bar fishscreen guide

Wedge block

,;z. _ ____:c!L..!2.==M==---- + EJ 4673.60

5 3 t l�

DETAIL 1

(46 Req.)

FLOW

b I

0)

8" X J'' Wedge Block (typ.)

4 3

+--- -- - - - - - - - - - 1'-0" _ _ _ _ _ _ _ _ _ _ _ __, 7" 1'-2 1/2"

,L, Fish screen panel slot

4 1/2" ri.� _ _ __ 3'-8 1/4" _ __ _ ___ 1'-1 1/2"

1/2"¢x/2" deformed bar @ 12"o.c. (typ.)

I /" i _,r- J 4 Chamfer

V (typ.)

Fishscreery slo/

�Concrete pier outline

1/4" Ga/v. bar (typ.)

8o8foefo, IConcrete out! 1ne ! b

ISOMETRIC

i

J

I 0-, o,-

See Detail 1

GAL V EMBED METAL

@ FISHSCREEN END WALL @

(2 - Assembles req. - opp. hand @ Co!.@

GAL V EMBEDS @ FISHSCREEN PIER

( 44 Req.) (22 opp. hand)

1/2" Rebar welded to guides (typ.)

1/2" Rebar welded to guides (typ.)

Golv. 1/4" pl. (typ.)

Baffle slot 1/2" x 4" Nelson studs

(staggered on opposite bars)

Fishscreen slot f----�----+------- -0

_j l=

8" X J'' Wedge Block

(typ.)

(typ.)

Baffle slot

Fishscreen slot

(typ.)

Fish screen panel slot

4 1/2" J'-8 1/4" r.�- - -- - -- - --, 1/2"¢x4" Nelson studs @12" o.c. @ both slot and face plate (typ.)

(Stagger studs at each face)

1/2"¢x4" Nelson studs @12" o.c. (typ.)

�+u 4673.60

_____ _L_ __________________________ _

I 0-, See Detail 1 GALV. EMBED METAL A @ FISHSCREEN END WALL \f.!)

(2 Assembles req. as shown - 1 opposite hand@@)

4 23 02 j}, 100 DLH

12 21 01

£ 100 DLH

1/2''1 deformed bar replaces Nelson studs@ fishscreen pier.

Added dimensions to A and B col. I ines.

f--8�28�0�1 --+A-d-de-d,-d,-im-e -n s�io_n _s -to _ s _/o-t d-e,-t o-,,il- s -o n__,d -c/,-e o- n-ed,-u_p_n-ot,-e s-. ----t

/1'-, 100 DLH

@ ALWAYS THINK SAFETY

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF RECLAMATION

UPPER COLORADO RIVER RECOVERY IMPLEMENTATION PROGRAM

GRAND VALLEY IRRIGATION COMPANY - COLORADO

GVIC FISHSCREEN FACILITY

EMBEDDED METAL

DETAILS

DESIGNED _ __p.jjq_w.!5...ins - - - - - - - - CHECKED_ SE Montague - - - - - -

SLOT DETAILS@ FISHSCREEN END WALLS

DRAWN _T _!i_!_d�"'!/!!_fE _________ TECH. APPROVAL_£d:.J.!!':.!'01£ ____ _

PROGRAM MANAGER

APPROVED Steve Brawl� ___ _

SLOT DETAIL@ FISHSCREEN PIERS (2 Assembles req. as shown - 1 opposite hand @@ {22 Assembles req. as shown)

4 3 2

GADD FILENAME

1745-100-10.DWG

JUNE 1999

DATE AND TIME PLOTTED

JUNE 27, 2013 11:30

1745-100-10

B

A

Sheet #047

B

A

1745-100-11

Nole, Provide JO extra

J/16" ¢ p

::lv. bent rod

5/16" R

1 /2" Co!v. If_

1 /2" R (typ.)

PIN DETAIL

2 1/4" R 1/4" ¢ holes (typ.)

SCALE OF INCHES

DETAIL 2

Index Plate ir--------------� 5/8"¢ Rod

SCALE OF INCHES

BAFFLE p I NS '\= J/J2" Chamfer

(2 Per baffle)

SCALE OF INCHES

� See Detail 2 i ,-¥, I I I I I I I I

SECTION D-D

Mounting Plate El. 468J4J +

SCALE OF INCHES

0 I Concrete pier

I :

Fish screen

Ori! I 1 /8" ¢ hole for baffle adjustment pins

MC 6x12

J/16" Calv. mounting If_ (Form to fit around 5/8" rod) bent Ga/v., rod

If 1/2" ¢ Ga!v. bolts, washers & nuts, drill 9/16" holes for bolts (typ.)

SECTION E-E

i i i i

SCALE OF INCHES 5/8" Rod

I

Calv. TS 1 1/2 x 1

Q Column line� i

- _l __ _

[Slot ] I

1/4

Nylon Bushing i i i i i i

7/4" x 1 9/ 1 6" Nylon slide pad

C 4x5.4 Galv. TS 4 x 2 x 1 /8" I

Ga!v. 1/8" R. (typ.)

L....'1 /_4_-"--'-_/Typ. 1/4 Calv. TS 1 1/2" x 1 1/2" x J/16" (typ.)

0---f-------------------- Calv. 1/4" fl'.pin bracket W/ IJ/16"¢ hole through If_ & TS 4x2/1/8

Nylon slide pad

C4. (1 - ea. side - 2 typ.)

lfSlot

T ' • ef�hfflJ�� ♦ + ♦--♦=♦

. I I I I I I I I I I 10'-2 1/2" i

�1

"'' SECTION 8-8'"I

�:�1 I .

I i I'"

,,,c,r,,)�

1/4" Galv. fl drill hole for 5/8"¢ rod.

Face of fts

-.J� s creen

DETAIL 3 ------\- __ i_______ -- ,.

i

SECTION F-F 2i i2 .__ _____________________________________________ iE 11'-0" Ei

.21 a·

T8 See…