20250527 Houghton Lake Flats-BIDDING PLAN SET.pdf

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MICHIGAN DEPARTMENT OF NATURAL RESOURCES

WILDLIFE DIVISION

HOUGHTON LAKE FLATS WILDLIFE FLOODINGS

CONTROL STRUCTURE AND

CONSTRUCTION PLANS FOR

4241 Old US 27 S., Suite 1

989.732.3584 Gaylord, MI 49734

www.wadetrim.com

PO Box 618

MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

AND THE

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO. 751/18123.DPL; INDEX NO. 95612

ROSCOMMON COUNTY, MICHIGAN

PUMP FACILITY IMPROVEMENTS

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1. DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES ARE BASED ON

PREVIOUS CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING W/ FIELD MEASUREMENTS ALL DIMENSIONS AND ELEVATIONS FOR

FABRICATION AND/OR MODIFICATIONS OR ADDITIONS BEING MADE UNDER

THIS CONTRACT. ANY DISCREPANCIES SHALL BE PRESENTED TO THE OWNER

AND ANY DESIGN CONFLICTS SHALL BE RESOLVED WITH OWNER PRIOR TO

FABRICATIONS OR CONSTRUCTION OF IMPACTED ITEMS.

2. ALL EXISTING DIMENSIONS AND ELEVATIONS SHOWN WITH THE ± SYMBOL, ARE

APPROXIMATE AND SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR

BEFORE FABRICATION AND CONSTRUCTION.

3. ALL DIMENSIONS OR ELEVATIONS MARKED WITH AN ASTERISK "*" SHALL BE

DETERMINED OR VERIFIED WITH EQUIP. MFR. CERTIFIED SHOP DRAWINGS OR

FIELD MEASUREMENTS OF EXISTING CONSTRUCTION BEFORE FABRICATION

AND CONSTRUCTION.

4. ALL POST-INSTALLED ANCHOR BOLTS INTO NEW OR EXISTING CONCRETE

SHALL BE ASTM A123 GALVANIZED STEEL THREADED ROD WITH GALVANIZED

STEEL WASHER AND NUT, UNO.

5. ISOMETRIC VIEWS PRESENTED HEREIN ARE INTENDED TO PROVIDE

CLARIFICATION OF THE 2-DIMENSIONAL REPRESENTATION OF THE WORK AND

DO NOT NECESSARILY PRESENT ALL REQUIREMENTS OR DETAILS OF THE

WORK.

GENERAL NOTES

CAST-IN-PLACE CONCRETE

1. THE DETAILING, BENDING, AND PLACING OF REINFORCING STEEL SHALL BE IN

ACCORDANCE WITH ACI STANDARD 350-06/350R-06 CODE AND ACI DETAILING

MANUAL, SP-66 (94). FIELD BENDING WILL NOT BE PERMITTED UNLESS

APPROVED BY ENGINEER

2. ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL DEFORMED BARS

CONFORMING TO ASTM A615, GRADE 60.

3. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 5000 PSI @ 28

DAY UNLESS OTHERWISE NOTED

4. STEEL REINFORCING SHALL NOT BE SPLICED AT POINTS OTHER THAN SHOWN

ON THE PLANS, EXCEPT AS APPROVED BY THE ENGINEER, UNLESS NOTED

OTHERWISE.

5. WATERSTOPS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS, CONTROL

JOINTS AND EXPANSION JOINTS (UNLESS NOTED OTHERWISE).

6. ALL STIRRUPS AND TIES SHALL BE CLOSED TYPE WITH 135 DEGREE HOOKS,

U.N.O.

7. ALL COLD JOINTS IN CONCRETE STRUCTURES SHALL HAVE A CONTINUOUS

WATERSTOP CREATING A WATERTIGHT JOINT AS DETAILED. WHERE NOT

SPECIFIED ALL COLD JOINTS SHALL HAVE A HYDROPHILIC WATERSTOP PER

SPECIFICATIONS.

8. THE LENGTH OF ALL LAP SPLICES SHALL BE AS SPECIFIED IN "REINFORCING

TENSION SPLICE TABLE" ON THIS SHEET UNLESS OTHERWISE INDICATED

IN DRAWINGS. WHEN BARS OF DIFFERENT SIZE ARE BEING LAPPED, THE

LENGTH SHALL BE THE SPECIFIED LAP LENGTH OF THE LARGER BAR.

9. BOTTOM AND TOP REINFORCING BARS FOR ALL DISCONTINUOUS ENDS OF

BEAMS AND SLABS SHALL HAVE HOOKS AND SPLICES CONFORMING TO ACI

MANUAL OF STANDARD PRACTICE.

10. ALL NEW TO EXISTING CONCRETE SHALL HAVE A CONTINUOUS HYDROPHILIC

WATERSTOP (TYP. U.N.O.)

11. ALL FILLET CONCRETE SHALL BE HAVE A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 6000 PSI. FILLET CONCRETE, SHALL BE PLACED

TO PRODUCE CONTOURS INDICATED ON PLANS, AND SHALL RECEIVE SMOOTH

FLOAT FINISH.

12. CONCRETE COVER OVER PRIMARY REINFORCEMENT SHALL BE (2) INCHES

MINIMUM (1 1/2" FOR COLUMN TIES AND BEAM STIRRUPS), UNLESS NOTED

OTHERWISE, AND (3) INCHES MINIMUM WHERE CAST AGAINST EARTH.

14. CAST-IN-PLACE CONCRETE WALLS WHICH SUPPORT AN ELEVATED SLAB

SHALL NOT BE BACKFILLED UNTIL THE ELEVATED SLAB IS PLACED AND CURED.

CODES & DESIGN LOADS

1. ALL STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE

FOLLOWING CODES:

A. MICHIGAN BUILDING CODE (2018)

B. INTERNATIONAL BUILDING CODE - 2018

C. CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE

STRUCTURES - AMERICAN CONCRETE INSTITUTE ACI 318 (2019)

2. DESIGN LOADS (GENERAL)

A. SURCHARGE LOADS:

1. VERTICAL SURCHARGE LOAD: 300 PSF

2. GRATING LIVE LOAD: 200 PSF

B. SNOW LOADS, PER ASCE 7-16 (OCCUPANCY CATEGORY III)

1. GROUND SNOW LOAD - 30 PSF

2. SNOW EXPOSURE FACTOR - Ce = 0.9

3. SNOW THERMAL FACTOR - Ct = 1.0

4. SNOW IMPORTANCE FACTOR - I = 1.1

5. FLAT ROOF SNOW LOAD - Pf = 21.0 PSF

C. LATERAL EARTH PRESSURES DRAINED CONDITION

1. ACTIVE PRESSURE - Pa = 40.0 PSF; Ka = 0.32

2. AT REST PRESSURE - Po = 60.0 PSF; Ko = 0.48

3. PASSIVE PRESSURE - Pp = 375 PSF; Kp = 3.12

D. LATERAL EARTH PRESSURE - UNDRAINED CONDITION

1. ACTIVE PRESSURE - Pa = 84.0 PSF

2. AT REST PRESSURE - Po = 94.0 PSF

3. PASSIVE PRESSURE - Pp = 267 PSF

E. WIND LOADS, PER ASCE 7-16 (RISK CATEGORY III)

1. BASIC WIND SPEED - Vult=113 MPH

2. SURFACE ROUGHNESS CATEGORY - D

3. EXPOSURE CATEGORY - D

4. TOPOGRAPHIC FACTOR-Kzt = 1.0

DEMOLITION

1. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT

DAMAGE TO EXISTING STRUCTURES, WHICH ARE TO REMAIN, DURING

DEMOLITION WORK. ALL DAMAGE SHALL BE REPAIRED TO THE COMPLETE

SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR SHALL PROVIDE WRITTEN PLAN AND DESCRIPTION OF ALL

DEMOLITION, MODIFICATION, OR ALTERATION WORK ON EXISTING

STRUCTURES FOR REVIEW AND ACCEPTANCE PRIOR TO BEGINNING WORK.

FOUNDATIONS

1. CONTRACTOR SHALL BE AWARE OF AND VERIFY LOCATION OF ALL

UNDERGROUND UTILITIES, TANKS, ETC. DUE CARE SHALL BE EXERCISED

DURING CONSTRUCTION ACTIVITIES SUCH THAT EXISTING UTILITIES ARE NOT

DAMAGED.

3. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN AN APPROVED MANNER.

ALL EXCAVATIONS SHALL CONFORM TO OSHA REQUIREMENTS.

4. ALL EXCAVATION, FILLING, BACKFILLING, FOUNDATION AND COMPACTION

CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT

GEOTECHNICAL EXPLORATION REPORT, REQUIREMENTS NOTED ON THE

DRAWINGS, AND PROJECT SPECIFICATIONS, UNO.

5. BARRICADE ALL OPEN EXCAVATIONS OCCURRING AS PART THE WORK AND

POST WITH WARNING LIGHTS.

6. SLOPE OR BENCH SIDES OF EXCAVATIONS TO COMPLY WITH CODES AND

ORDINANCES HAVING JURISDICTION. PROVIDE SHORING OR SHIELDING

WHERE SLOPING IS NOT POSSIBLE BECAUSE OF SPACE RESTRICTION OR

STABILITY OF MATERIAL EXCAVATED.

7. ALL DRILLED PIERS SHALL BE 1'-6" DIA. CONTRACTOR SHALL PROVIDE

TEMPORARY STEEL CASING FOR DRILLED PIERS WHERE REQUIRED TO

MAINTAIN OPEN SHAFTS THROUGH LOOSE SOILS.

MISCELLANEOUS

1. BEFORE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT

FOUNDATION, PAD AND CURB DIMENSIONS, AND THE SIZES AND LOCATIONS

OF ANCHOR BOLTS FROM MANUFACTURER'S CERTIFIED SHOP DRAWINGS.

2. CONTRACTOR IS RESPONSIBLE TO IDENTIFY AND ACCOMMODATE OPENINGS

AND EMBEDDED ITEMS SHOWN ON OTHER DRAWINGS.

3. ALL ADHESIVE ANCHORING SYSTEMS FOR POST INSTALLED ANCHORS AND/OR

REINFORCING DOWELS IN CONCRETE AND MASONRY SHALL BE "HIT-HY 200

ADHESIVE ANCHORING SYSTEM" BY HILTI AT SIZE AND SPACING INDICATED ON

DRAWINGS (OR APPROVED EQUAL).

METALS - STEEL

1. STRUCTURAL STEEL AND MISCELLANEOUS METALS DESIGN SHALL CONFORM

TO THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC/ANSI 360.

2. ALL STRUCTURAL STEEL W AND WT SHAPES SHALL CONFORM TO ASTM A-992,

GRADE 50. MISCELLANEOUS METALS SHALL CONFORM TO ASTM A-36.

3. ALL STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, TYPE E OR S.

4. BOLTS SHALL BE A MINIMUM OF 3/4" DIAMETER, ASTM A325N, TYPE 1, UNLESS

NOTED OTHERWISE. PROVIDE COMPATIBLE A563 GRADE DH, HEAVY HEX NUTS,

AND F436 GRADE 1 WASHERS.

5. ALL STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED CONFORMING TO ASTM

A123, UNO.

FIBER REINFORCED PLASTICS (FRP)

1. FRP GRATING SHALL BE 1-1/2" PULTRUDED FIBERGLASS, TYPE DURADEK I-6500 BY

STRONGWELL, WITH SLIP-RESISTANT SURFACE (OR APPROVED EQUAL), WITH THE

FOLLOWING MINIMUM SECTION PROPERTIES:

Sx = 1.088 IN^3/FT Ix = 0.814 IN^3/FT

2. ALL GRATING SHALL BE SECURED WITH A316 STAINLESS STEEL SADDLE CLIPS

AND BOLTS / HARDWARE.

#11

#10

#9

#8

#7

#6

#5

#4

#3

101"

91"

81"

72"

63"

43"

36"

29"

22"

REINFORCING TENSION

SPLICE TABLE

BAR SIZE

16"

20"

24"

29"

42"

48"

54"

61"

67"

1. ABOVE TABLE IS FOR NORMAL WEIGHT CONCRETE;

f'c=5,000 PSI AND REINFORCING STEEL; fy=60,000 PSI.

2. ALL SPLICES SHALL BE CONSIDERED TENSION SPLICES USING LAP

LENGTHS IN TABLE ABOVE UNLESS SPECIFICALLY SHOWN

OTHERWISE ON THE DRAWINGS.

3. LENGTHS ARE BASED ON LAP CLASS B SPLICES WITH CENTER TO

CENTER SPACING OF BARS EQUAL TO OR GREATER THAN 6

DIAMETERS.

4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF

CONCRETE CAST UNDER THEM.

5. USE TENSION LAP LENGTHS FOR HORIZ & VERT. WALL BARS.

NOTES

TENSION LAP

LENGTH

TOP BARS

STRUCTURAL ABBREVIATIONS

ALT ALTERNATE

ALUM ALUMINUM

B/ BOTTOM

BLDG BUILDING

BM BEAM

BOT BOTTOM

BSMT BASEMENT

CHAN CHANNEL

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONST CONSTANT

CONSTR CONSTRUCTION

CONT CONTINUOUS

CLSM CONTROLLED LOW

STRENGTH MATERIAL

COR CORNER

CY CUBIC YARD

DET DETAIL

DIA / Ø DIAMETER

DIAG DIAGONAL

DISC DISCONTINOUS

DIST DISTANCE

DWLS DOWELS

EJ EXPANSION JOINT

EE EACH END

EF EACH FACE

EFF EFFLUENT

ES EACH SIDE

EW EACH WAY

EA EACH

EL/ ELEV ELEVATION

NIC NOT IN CONTRACT

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

PEMB PRE-ENGINEERED

METAL BUILDING

PSF POUNDS PER SQ.

FOOT

PSI POUNDS PER SQ. INCH

RCP REINFORCED

CONCRETE PIPE

REINF REINFORCEMENT

RE REFER TO

SCHED SCHEDULE

SET SETTLING

SHTS SHEETS

SIM SIMILAR

SJ SLAB CONTROL JOINT

SS STAINLESS STEEL

STIR STIRRUPS

STRUCT STRUCTURAL

TOS ELEVATION TOP OF

STRUCTURAL STEEL

T/ TOP

TYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

V VERTICAL

WP WORK POINT

EX EXISTING

EXT EXTERIOR/

EXTENSION

FD FLOOR DRAIN

FF FAR FACE

FS FAR SIDE

FIN FINISH

FL FLOOR

FND FOUNDATION

FST FINAL SETTLING TANK

FT FEET

GALV GALVANIZED

GR GRADE

H/ HORIZ HORIZONTAL

HP HIGH POINT

HK HOOK

HT HEIGHT

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCHES

INFL INFLUENT

INT INTERIOR

JT JOINT

KIP THOUSAND POUNDS

KB KNEE BRACE

LP LOW POINT

LGTH LENGTH

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MO MASONRY OPENING

NF NEAR FACE

NS NEAR SIDE

NTS NOT TO SCALE

W a d e T ri m

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ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

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IFB 06/28/2023

FINAL REVIEW 03/29/2024

S T

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A L

G E

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R A

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O T

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SCALE: NONE

3D VIEW

R E

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D A

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D E

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S-4

S-6 ø 6'-0" ø 9 '-8

1126.00'

WET WELL

ø 7'

-8

B/ WET WELL

EL

NOTES:

1) SEE SHEET S-5 FOR TYPICAL DRILLED PIER DETAILS.

2) TYPICAL ELEVATED SLAB DESIGN LIVE LOAD = 300 PSF.

3) FOUNDATION DESIGN ALLOWABLE BEARING CAPACITY = 1,500 PSF.

4) FOUNDATION SUBGRADE SHALL BE MINIMUM OF 12" THICK LAYER OF COMPACTED 21AA CRUSHED STONE SUBBASE. ANY SOFT, WET, EXCESSIVELY YIELDING, DISTURBED, OR OTHERWISE UNSUITABLE MATERIAL ENCOUNTERED AT FOUNDATION LOCATIONS SHALL BE OVEREXCAVATED TO COMPETENT MATERIAL AND

REPLACED WITH 21AA STONE.

5) ALL HATCHES SHALL HAVE INTERNAL DRAINAGE FRAMES UNO. PROVIDE PVC CONDUIT FROM DRAINAGE FRAME TERMINATING WITH A VERTICAL SECTION OF PIPE NOT LESS THAN 12" LONG AT INTERIOR WALL OF HEADWORKS STRUCTURE AT A LOCATION APPROVED BY FIELD ENGINEER UNO. CONDUIT SHALL BE

ANCHORED SECURELY TO STRUCTURE WITH STAINLESS STEEL HARDWARE.

S-4

S-6

S-8

S-5

1140.23'

TOC

EL

S-5

1'-6" DIA DRILLED

PIER (TYP 6 OR 8)

13'-6" 19'-7 1/2" 4'-11 1/2"

PUMP HOUSE

ENCLOSURE

30" DIA. CORRUGATED

DISCHARGE PIPE, GRADE

ALT 2 (ALUMINIZED TYPE 2)

GAUGE 10 OR 12, SINGLE

PIECE NO JOINTS

FRP PRE-ENGINEERED BUILDING WITH

REMOVABLE ROOF SECTION ABOVE PUMP,

SIZE TO BEAR ON SUPPORTING CONC. WALLS

BELOW. MEKCO OR APPROVED EQUAL.

1145.07'

T/FOOTING

EL

5'-6"X5'-6" SELF-ASSIST ALUM.

HATCH W/ LOCK OPEN, BILCO

OR APPROVED EQUAL

DISCHARGE

HEADWORKS

ALUM STOP PLATES W/ SURFACE

MOUNTED GUIDES (TYP. OF 2 EA)

RW GATE OR APPROVED EQUAL

INTAKE PIPE CONTINUES TO

RUN UNDER DISCHARGE

HEADWORKS INTO WET WELL

30 INCH DIA HDPE

SMOOTH LINED

INTAKE PIPE

APPROX. LOCATION OF

GRADE SLOPING

BELOW PIPE

APPROX. LOCATION OF

GRADE SLOPING

BELOW PIPE

13'-6"

24'-0"

15'-2"

1'-5 1/2" 10" 1'-5 1/2"

7'-8"

FTG BELOW

3'-9"

1'-5 1/2" 10" 1'-5 1/2"

FTG BELOW

3'-9"

/2

/2

F T

G B

E L O

W

/2

/2

F T

G B

E L O

W

1'-9 1/2" 8" 7'-4" 8" 1'-9 1/2"

WET WELL BELOW

3'-8" 6" 8"

HATCH

5'-6" 8" 6" 3'-8"

H A

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ISSUED FOR: DATE: BY:

JOB NO.

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DMB2036-01G

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IFB 06/28/2023

FINAL REVIEW 03/29/2024

P U

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SCALE: 3/8" = 1'-0"

SOUTH PUMP HOUSE FOUNDATION PLAN

SCALE: 3/8" = 1'-0"

SOUTH PUMP HOUSE & PIPING PLAN

R E

V

D A

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D E

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T/FOOTING

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S-7

12'-0" 12'-0"

PIER WALL

CIP CONCRETE WING WALL, DIMENSIONS

& ANGLES SHOWN ARE IDENTICAL

BETWEEN THE TWO ADJACENT WING

WALLS (SEE S-6 FOR OVERALL SECTION &

STEEL REINF. DETAILS)

CIP CONCRETE WING

WALL (SEE S-6 FOR

OVERALL SECTION &

STEEL REINF. DETAILS)

TYP.

4'-0"

TYP.

1'-2"

14'-4"

'-6

11'-4"11 '-7

135.00° 135.00°

S-6

TYP.

7'-2"

1130.00'

30 INCH DIA SMOOTH LINED

INTAKE PIPE CONNECT

INTO WET WELL

SS SLUICE GATE VALVE MOUNTED

ON CONCRETE WALL WITH

EXTENDED OPERATING STEM TO

JUST BELOW WALKWAY GRATING

PROVIDE STEM GUIDES AND

REMOVABLE OPERATOR WHEEL,

RW GATE OR APPROVED EQUAL

7" 9'-0" 4'-10" 9'-0" 7"

25'-10 1/2"

19'-9 1/2"

STOP LOG

GUIDES (TYP)

PIPE PENETRATION, SEE

SHEET S-10 FOR DETAILS

DEBRIS SCREEN

SUPPORTED IN DIAGONLY

EMBEDDED GUIDES (TYP)

ALUM STOP LOGS, SEE

CIVIL DRAWING C-2 FOR

DETAILS. 2 SETS OF STOP

LOGS ARE REQUIRED

3'-0" 3'-0"

PIER WALL

MANUAL BAR SCREEN

(TYP EACH BAY)

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

D

IV

IS

IO

N H

O U

G H

T O

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A K

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F L

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IL

D

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IF

E F

L O

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IN

G

R O

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Y , M

IC

H

IG

A

N

D

IK

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Y S

T E

M A

N D

P U

M P

F A

C

IL

IT

Y

I M

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O V

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E N

T S

O ld

U S

S

S u it e

P O

B o x

G a y lo rd

M I

.7

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.w a d e tr im .c o m

V d

\D

M B

-D

N R

H o u g h to n -S

-R

.r v t

/1

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:4 :3

P

M

S-3.1

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

C O

N T

R O

L S

T R

U C

T U

R E

P L

A N

S

SCALE: 3/8" = 1'-0"

CONTROL STRUCTURE FDN PLAN

NOTES:

1) TYPICAL ELEVATED SLAB DESIGN LIVE LOAD = 300 PSF.

2) FOUNDATION DESIGN ALLOWABLE BEARING CAPACITY = 1,500 PSF.

3) FOUNDATION SUBGRADE SHALL BE MINIMUM OF 12" THICK LAYER OF COMPACTED 21AA

CRUSHED STONE SUBBASE. ANY SOFT, WET, EXCESSIVELY YIELDING, DISTURBED, OR

OTHERWISE UNSUITABLE MATERIAL ENCOUNTERED AT FOUNDATION LOCATIONS SHALL BE

OVEREXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH 21AA STONE.

4) REFER TO CIVIL SHEETS FOR SITE PLANS AND EXACT STRUCTURE LOCATION INFORMATION.

R E

V

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IP

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IO

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S-9

S-7

1145.07'

T/WALL (HIGH)

EL

T/WALL (LOW)

EL

'-9

T/WALL (LOW)

EL

13'-7"

1-1/2" THICK FRP

GRATING (TYP)

24'-0"

2'-4" 2'-4"

TYP.

1'-2"

CIP CONCRETE WING WALL, DIMENSIONS

& ANGLES SHOWN ARE IDENTICAL

BETWEEN THE TWO ADJACENT WING

WALLS (SEE S-6 FOR OVERALL SECTION)

CIP CONCRETE WING

WALL (SEE S-6 FOR

OVERALL SECTION)

T/GRATING

EL

REMOVABLE GALV. SIDE

MOUNTED HANDRAILS

(TYP 1 PER EACH BAY)

S-6

4'-8"9'-0" 9'-0"

23'-0 1/2"

1145.07'

1144.07' 1140.07'

8"

PROVIDE REMOVEABLE PLATE IN FFP

GRATING TO ACCESS OPERATING

STEM WITH OPERATING WHEEL

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

D

IV

IS

IO

N H

O U

G H

T O

N L

A K

E S

F L

A T

S W

IL

D

L

IF

E F

L O

O D

IN

G

R O

S C

O M

M O

N C

O U

N T

Y , M

IC

H

IG

A

N

D

IK

E S

Y S

T E

M A

N D

P U

M P

F A

C

IL

IT

Y

I M

P R

O V

E M

E N

T S

O ld

U S

S

S u it e

P O

B o x

G a y lo rd

M I

.7

.3 w w w

.w a d e tr im .c o m

V d

\D

M B

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N R

H o u g h to n -S

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.r v t

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P

M

S-3.2

FINAL REVIEW 03/29/2024

C O

N T

R O

L S

T R

U C

T U

R E

P L

A N

S

SCALE: 3/8" = 1'-0"

CONTROL STRUCTURE GRADE PLAN

NOTES:

1) TYPICAL GRATING DESIGN LIVE LOAD = 200 PSF.

2) FOUNDATION DESIGN ALLOWABLE BEARING CAPACITY = 1,500 PSF.

3) FOUNDATION SUBGRADE SHALL BE MINIMUM OF 12" THICK LAYER OF COMPACTED 21AA

CRUSHED STONE SUBBASE. ANY SOFT, WET, EXCESSIVELY YIELDING, DISTURBED, OR

OTHERWISE UNSUITABLE MATERIAL ENCOUNTERED AT FOUNDATION LOCATIONS SHALL BE

OVEREXCAVATED TO COMPETENT MATERIAL AND REPLACED WITH 21AA STONE.

4) REFER TO CIVIL SHEETS FOR SITE PLANS AND EXACT STRUCTURE LOCATION INFORMATION.

R E

V

D A

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IP

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IO

N

B/ HEADWORKS

EL 1140.23'

T/ DIKE

EL 1144.40'

B/ WETWELL

EL 1126.00'

T/PIER

EL 1145.07'

T/WALL

EL 1148.50'

S-4

A

S-4

B

1140.00'

HIGH

LEVEL

TYP.

8"

FILLET CONCRETE, DIMENSIONS TO

BE COORDINATED WITH PUMP

MANUFACTURER'S REQUIREMENTS

PRECAST MANHOLE

FRP PRE-ENGINEERED BUILDING WITH

REMOVABLE ROOF SECTION ABOVE PUMP,

VENTILATION OPENINGS, AND INTERNAL

ELECTRICAL COMPONENT SUPPORTS.

MEKCO OR APPROVED EQUAL.

COORDINATE WITH ELECTRICAL DRAWINGS

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 4 ON SHEET S-2

(TYP. @ CONC. FOUNDATIONS)

1134.00'

LOW LEVEL

PUMP OFF

PROVIDE MIN 24" CLEARANCE

BETWEEN TOP OF PUMP MOTOR

AND BOTTOM OF ENCLOSURE OR

PER PUMP AND ENCLOSURE

SUPPLIER RECOMMENDATIONS.

CONTRACTOR TO COORDINATE

EL.

B/ WETWELL

EL 1126.00'

TYP

1'-0"

FILLET CONCRETE,

INSIDE DIAMETER PER

PUMP MANUFACTURERS

REQUIREMENTS

#5@12" O.C. BARS

IN FILLET, VERT &

HORIZ. INSIDE FACE

#5@12" DWLS W/ HILTI

ADHESIVE ANCHORING

SYSTEM, EMBED 7"

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 4 ON SHEET S-2

(TYP. @ CONC. FOUNDATIONS)

T/PIER

EL 1145.07'

BY PUMP MFGR

OPNG DIA AS RECOMMENDED

PUMP

COLUMN

ANCHOR BOLTS BY MFGR

BASE PLATE BY MFGR

1" SOLE PLATE

NOMINAL 1 1/2" GROUT

B Y

M F

G R

A N

C H

O R

B O

L T

E

M B

E D

M E

N T

3/8" PLATE WELDED TO

OUTSIDE FACE OF PIPE

SLEEVE AS SHOWN.

C.L. OF PIPE

MECHANICAL LINK-SEAL ALL

AROUND E.F. OF WALL

HYDROPHILIC

WATERSTOP ALL AROUND

CONCRETE WALL

1/4

1/4

TYP

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

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IV

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IL

D

L

IF

E F

L O

O D

IN

G

R O

S C

O M

M O

N C

O U

N T

Y , M

IC

H

IG

A

N

D

IK

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Y S

T E

M A

N D

P U

M P

F A

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IL

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Y

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O V

E M

E N

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O ld

U S

S

S u it e

P O

B o x

G a y lo rd

M I

.7

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V d

\D

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.r v t

/1

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P

M

S-4

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

S E

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V

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SCALE: 3/8" = 1'-0"S-2

1 SECTION

SCALE: 3/4" = 1'-0"S-4

A PRECAST WET WELL REINFORCING DETAIL

SCALE: 1 1/2" = 1'-0"S-4

B PUMP COLUMN DETAIL

SCALE: 1 1/2" = 1'-0"

E PIPE PENETRATION TYPICAL WALL DETAIL

R E

V

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-2

-2

A D

D E

N D

U M

P

M

S-4

DISCHARGE PIPE IE

EL 1141.11'

V A

R

IE

S

T

IE

S

T

IE

S

4'-9"

T/ PIER

EL

TYP

W4X13 GALV.

COLUMN (TYP.)

W4X13 GALV.

COLUMN (TYP.)

S5X10 GALV. PIPE

SUPPORT (TYP.)

30" DIA. CORRUGATED ALUM.

DISCHARGE PIPE (TYP)

NOTE* ALL PIPE SUPPORT FRAMING & CONNECTION

HARDWARE TO BE HOT-DIP GALVANIZED

COLD JOINT,

ROUGHENED

SURFACE

1/4"X4" WIDE GALV. STRAP W/ (2)-1/2"

DIA GALV. BOLTS TO BEAM EA END

(6)#7 VERT. BARS

EVENLY SPACED (TYP)

A

S-5

Sim

E M

B E

D

1140.11'

M A

X

" 6

B/ HEADWORKS

EL 1140.23'

T/ DIKE

EL 1144.40'

T/PIER

EL 1145.07'

T/WALL

EL 1148.50'

DISCHARGE PIPE IE

EL 1141.11'

B/ PILE

EL 1126.27'

DISCHARGE

HEADWORKS

30" DIA. CORRUGATED

DISCHARGE PIPE, GRADE

ALT 2 (ALUMINIZED TYPE 2)

GAUGE 10 OR 12, SINGLE

PIECE NO JOINTS

FLOODING NORMAL

OPERATING LEVEL

EL1139.80'

1138.10'

HOUGHTON LAKE

SUMMER LEVEL

EL

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 4 ON SHEET S-2

(TYP. @ CONC. FOUNDATIONS)

5'-6"X5'-6" SELF-ASSIST ALUM.

HATCH W/ LOCK OPEN, BILCO

OR APPROVED EQUAL

1'-6" DIA DRILLED

PIER (TYP OF 8)

OUTLET PIPE

IE 1141.0

OUTLET PIPE

IE 1141.0

0.5% SLOPE 0.5% SLOPE

30" DIA. CORRUGATED

DISCHARGE PIPE, GRADE

ALT 2 (ALUMINIZED TYPE 2)

GAUGE 10 OR 12, SINGLE

PIECE NO JOINTS

ALUM STOP PLATES W/ SURFACE

MOUNTED GUIDES (TYP OF 2 EA)

RW GATE OR APPROVED EQUAL

1 1/2"5 1/2"1 1/2"

/2

/2

/2

8"

4"4"

1/4"

COL. TO PL

(4)3/4" SS

ANCHOR BOLTS

SS PL1/2"X8"X0'-8"

1'-6" DIA DRILLED PIER SUPPORT ENCASED

IN CORRUGATED ALUMINUM CULVERT FOR

PROTECTION TO 1-FT BELOW GRADE

1" NON-SHRINK GROUT

ø 1 '-6

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

D

IV

IS

IO

N H

O U

G H

T O

N L

A K

E S

F L

A T

S W

IL

D

L

IF

E F

L O

O D

IN

G

R O

S C

O M

M O

N C

O U

N T

Y , M

IC

H

IG

A

N

D

IK

E S

Y S

T E

M A

N D

P U

M P

F A

C

IL

IT

Y

I M

P R

O V

E M

E N

T S

O ld

U S

S

S u it e

P O

B o x

G a y lo rd

M I

.7

.3 w w w

.w a d e tr im .c o m

V d

\D

M B

-D

N R

H o u g h to n -S

-R

.r v t

/1

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:4 :3

P

M

S-5

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

S E

C T

IO

N

V

IE

W S

SCALE: 3/4" = 1'-0"S-2

3 PIPE SUPPORT FRAME DETAIL

SCALE: NONE

SECTION

SCALE: 1 1/2" = 1'-0"S-5

A FRAME BASE PLATE DETAIL

R E

V

D A

T E

D E

S C

R

IP

T

IO

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Y

S S-2

B/ HEADWORKS

EL 1140.23'

B/ WETWELL

EL 1126.00'

T/PIER

EL 1145.07'

T/WALL

EL 1148.50'

S-8

S-7

WET WELL

DISCHARGE

HEADWORKS

PUMP HOUSE

ENCLOSURE

SEE SECT. 1/S-7 FOR

WING WALL DETAILS

FILLET CONCRETE

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 3 ON SHEET S-3.1

(TYP. @ CONC. FOUNDATIONS)

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 4 ON SHEET S-2

(TYP. @ CONC. FOUNDATIONS)

ALUMINUM STOP LOGS,

SEE CIVIL DRAWING

C2.0 FOR DETAILS

CONTRACTOR TO INSTALL PUMP IN

ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS, INCLUDING

INSTALLATION OF ANCHOR BOLTS IN

CONCRETE SLAB AND NON-SHRINK

GROUT AROUND BASE PLATE

CONTRACTOR TO PROVIDE FLANGED DUCTILE IRON

DISCHARGE PIPING AS NEEDED TO CONNECT THE PUMP

DISCHARGE TO THE PROPOSED 45 DEGREE BEND FITTING AS

SHOWN, AND PROVIDE 45 DEGREE BEND FITTING. PROVIDE A

PIPE SLEEVE THROUGH THE WALL WITH RUBBER LINK SEAL

S-6

T/FOOTING

EL 1130.00'

BTM OF CNTRL STR

EL 1133.00'

1133.50'

1134.12'

IE

SS SLUICE GATE MOUNTED

ON CONCRETE WALL WITH

EXTENDED OPERATING STEM

TO JUST BELOW WALKWAY

GRATING. PROVIDE NON-

RISING OPERATING STEM AND

GUIDES AND REMOVABLE

OPERATOR WHEEL, RW GATE

OR APPROVED EQUAL

30 INCH DIA HDPE SMOOTH LINKED INTAKE

PIPE @ 1.5% UPWARD SLOPE

INVERT

INVERT

EL

PROVIDE REMOVEABLE PLATE

IN FRP GRATING TO ACCESS

NON-RISING OPERATING STEM

WITH OPERATING WHEEL

LOW LEVEL

PUMP OFF

1134.00'EL.

T/ DIKE

EL 1144.40'

T/PIER

EL 1145.07'

T/FOOTING

EL 1130.00'

BTM OF CNTRL STR

EL 1133.00'

S-8

B

.0

0°

ALUMINUM

STOP LOGS

MANUAL BAR SCREEN (TYP EACH BAY)

WITH COMPATIBLE ALUM RAKE AND

REMOVABLE DEWATERING DEBRIS

BASKET FROM SAME MANUFACTURER

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 3 ON SHEET S-3.1

(TYP. @ CONC. FOUNDATIONS)

PROVIDE REMOVABLE PLATE IN FRP

GRATING TO ACCESS OPERATING

STEM WITH OPERATING WHEEL

10 1/2"3'-0"3'-0"10 1/2"

7"6'-10"2'-2"4'-10"2'-2"6'-10"7"

6" 6"

EDGE OF PIER WALL

9'-0" 9'-0"

.0

0°

CONT. SS L3X3X3/8 MANUAL BAR SCREEN

SUPPORT MOUNTED TO WALL EA SIDE

OF SCREEN W/ 3/4" SS ANCHORS @12"

O.C. W/ HILTI HIT-HY 200 ADHESIVE

ANCHORING SYSTEM, EMBED 7"

-I N

T Y

P

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

D

IV

IS

IO

N H

O U

G H

T O

N L

A K

E S

F L

A T

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IL

D

L

IF

E F

L O

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IN

G

R O

S C

O M

M O

N C

O U

N T

Y , M

IC

H

IG

A

N

D

IK

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Y S

T E

M A

N D

P U

M P

F A

C

IL

IT

Y

I M

P R

O V

E M

E N

T S

O ld

U S

S

S u it e

P O

B o x

G a y lo rd

M I

.7

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.w a d e tr im .c o m

V d

\D

M B

-D

N R

H o u g h to n -S

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.r v t

/1

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:4 :3

P

M

S-6

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

S E

C T

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N

V

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W S

SCALE: 3/8" = 1'-0"S-2

1 SECTION

SCALE: 3/8" = 1'-0"S-3.1

2 CONTROL STRUCTURE SECTION

R E

V

D A

T E

D E

S C

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IP

T

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Y

-2

-2

A D

D E

N D

U M

P

1'-2"

#4 STIRRUPS

@ 6" OC

(4)#6 VERT. BARS &

DOWELS EF (TYP)

1'-0" 2"

STOP LOGS &

GROOVES

PROVIDE ADDITIONAL

#5@12" LAP BAR

SEE SECTION 5 THIS

SHEET FOR TYP.

WALL REINF. DETAILS

1/2" STUD ANCHORS @ 12"

O.C., WELD TO ANGLE (TYP)

6"

L2X2X1/2 EACH SIDE (TYP)

T/PIER

EL 1145.07'

4'-0"1'-2"2'-0"

FINISH GRADE EL VARIES @

WINGWALLS (SEE CIVIL)

7'-2"

#6@9" VEF

(TYP.)

#5@12" HEF

(TYP.)

#5@12" U BAR @

T/ WALL (TYP.)

#6@9" DWLS

EF (TYP.)

#6@9" T&B (TYP.),

HOOK BOT BARS #5@10" T&B

(TYP.)

4'-0" 1'-2" 2'-0"

7'-2"

20'-4"

A

S-7

THICKENED

PORTION OF WALL

FOR SLAB BEARING

FLOODING NORMAL

OPERATING LEVEL

EL 1139.80'

1138.10'

HOUGHTON LAKE

SUMMER LEVEL

EL

#6@9" T&B, EW

MIN. 12" 21AA COMPACTED AGG.

BASE, SEE NOTE 3 ON SHEET S-3.1

(TYP. @ CONC. FOUNDATIONS)

T/FOOTING

EL

T/FOOTING

EL 1130.00'

BTM OF CNTRL STR

EL 1133.00'

1133.00'

T/STOP LOGS

EL

#5@12" HEF

1140.00'

#6@9" VEF

& DWLS

REMOVABLE GALV. SIDE

MOUNTED HANDRAILS

(TYP 1 PER EACH BAY)

1"

B

S-7

#6@9" DWLS#6@9" DWLS

#4 STIRRUPS

@ 6" OC

#4 STIRRUPS

@ 6" OC

#6 VERT. BARS &

DOWELS (TYP)

STOP LOGS &

GROOVES

3/4" CHAMFER

EXPOSED CORNERS

1/2" STUD ANCHORS @ 12"

O.C., WELD TO ANGLE (TYP).

STAGGER W/ OPPOSITE

GUIDE ANCHORS

1/2" TEFLON (FULL HEIGHT) @

DOWNSTREAM SIDE OF GROOVE. FASTEN

TO STAINLESS STEEL W/ COUNTER SUNK

SCREWS OR ADHESIVE

2" 8" 2"

1'-0"

6"

SEE SECT. 1 THIS

SHEET FOR TYP. WALL

REINF. DETAILS

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

D

IV

IS

IO

N H

O U

G H

T O

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A K

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F L

A T

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IL

D

L

IF

E F

L O

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IN

G

R O

S C

O M

M O

N C

O U

N T

Y , M

IC

H

IG

A

N

D

IK

E S

Y S

T E

M A

N D

P U

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F A

C

IL

IT

Y

I M

P R

O V

E M

E N

T S

O ld

U S

S

S u it e

P O

B o x

G a y lo rd

M I

.7

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V d

\D

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P

M

S-7

FINAL REVIEW 03/29/2024

S E

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N

V

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W S

SCALE: 1 1/2" = 1'-0"S-7

A GUIDE DETAIL

SCALE: 1/2" = 1'-0"S-3.1

1 WINGWALL SECTION

R E

V

D A

T E

D E

S C

R

IP

T

IO

N B

Y

SCALE: 1 1/2" = 1'-0"S-7

B GUIDE DETAIL (PIER WALL)

T/ DIKE

EL 1144.40'

T/PIER

EL 1145.07'

T/WALL

EL 1148.50'

FRP PRE-ENGINEERED BUILDING

WITH REMOVABLE ROOF SECTION

1'-5 1/2" 10" 1'-5 1/2"

8" 1'-9 1/2"

1'-5 1/2"10"

#7@6"

T&B, EW

#5@10"

T&B, EW

3'-9"

#5@9" T&B

#7@6" T&B

21AA COMPACTED AGG. BASE,

SEE NOTE 4 ON SHEET S-2

(TYP. @ CONC. FOUNDATIONS)

#7@6" VEF

#5@10" HEF

#7@6" DOWEL

#5@10" VERT

& HORIZ

(MID-DEPTH)

B/ HEADWORKS

EL 1140.23'

T/PIER

EL 1145.07'

T/WALL

EL 1148.50'

DISCHARGE PIPE IE

EL 1141.11'

8" 5'-6" 10"

2'-9" 2'-9"

FRP PRE-ENGINEERED

BUILDING WITH REMOVABLE

ROOF SECTION

#5@9"

T&B, EW

#5@9" HORIZ

(HOOK ENDS)

#5@9" DOWELS

5'-6"X5'-6" SELF-ASSIST ALUM.

HATCH W/ LOCK OPEN, BILCO

OR APPROVED EQUAL

FOR ADDITIONAL

REINF. DETAILS AT

OPNG. SEE SHEET S-10

BTM OF CNTRL STR

EL 1133.00'

SS REMOVABLE MANUAL BAR SCREEN

WITH 3" BAR SPACING PLACED ON 60

DEGREE SUPPORT ANGLE. BAR

SCREEN SHALL HAVE COMPATIBLE

ALUM. RAKE AND REMOVABLE ALUM.

DEWATERING/DEBRIS BASKET FROM

SAME MANUFACTURER

2"X3/8" STRAP ANCHORS @

18" O.C., WELD TO ANGLE

3"X1/2" PL

L5X3X5/8

NOTES:

1. HOT DIP GALVANIZED AFTER FABRICATION.

2. SCREEN WIDTH TO BE 1" LESS THAN CHANNEL WIDTH.

6" LONG SS L3X3X3/8 EA SIDE OF

SCREEN W/ (2)-3/4" SS ANCHORS

W/ HILTI HIT-HY 200 ADHESIVE

ANCHORING SYSTEM, EMBED 7"

GAP

1/2-IN

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

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N H

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G H

T O

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IL

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IF

E F

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R O

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O M

M O

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O U

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Y , M

IC

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IG

A

N

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IK

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Y S

T E

M A

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F A

C

IL

IT

Y

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P R

O V

E M

E N

T S

O ld

U S

S

S u it e

P O

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.r v t

/1

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:4 :3

P

M

S-8

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

S E

C

IT

O N

V

IE

W S

D

E T

A

IL

S

SCALE: 1/2" = 1'-0"S-2

5 PUMP HOUSE SECTION

SCALE: 1/2" = 1'-0"S-6

6 HEADWORKS STRUCTURE SECTION

SCALE: 1 1/2" = 1'-0"S-6

B BAR SCREEN BASE DETAIL

R E

V

D A

T E

D E

S C

R

IP

T

IO

N B

Y

-2

-2

A D

D E

N D

U M

P

S-7

D

S-9

E

S-9

C X

.2

C X

.2

L3 x3 x1 /4

L3x3x1/4

C7X12.25

1-1/2" THICK FRP

GRATING (TYP)

ALUM. STOP LOGS (SEE

SHEET S-6 FOR DETAILS)

ALUM. STOP LOGS (SEE

SHEET S-6 FOR DETAILS)

PIER WALL (SEE SHEET

S-7 FOR REINF. DETAILS)

CIP CONC. WING

WALL (SEE S-6)

NOTES:

1) ALL WALKWAY FRAMING AND CONNECTION

HARDWARE TO BE HOT-DIP-GALVANIZED

2'-4" 2'-4"

T/GRATING

EL

REMOVABLE GALV. SIDE MOUNTED

HANDRAILS (TYP 1 PER EACH BAY,

EACH SIDE OF WALKWAY)

1145.07'

PROVIDE REMOVABLE PLATE IN FRP

GRATING TO ACCESS OPERATING

STEM WITH OPERATING WHEEL

4'-8"

T/PIER

EL 1145.07'

(2)3/4" ANCHORS W/ HILTI

ADHESIVE ANCHORING

SYSTEM, EMBED 6"

C7 BEAM

L4X4X3/8 W/(2)

3/4" BOLTS

2 1/2"

/2

/2

1-1/2" FRP

GRATING

SEE DETAIL 10/S-10 FOR TYPICAL

GRATING EDGE SUPPORT DETAIL

WALL

T/PIER

EL 1145.07'

C7 BEAM

1/4"

1-1/2" FRP GRATING

L3X3X3/8 W/ (2)

1/2" BOLTS

/2

/2

/2

PIER WALL

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

E

D

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N H

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G H

T O

N L

A K

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F L

A T

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IL

D

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L O

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IN

G

R O

S C

O M

M O

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T E

M A

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P U

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.r v t

/1

/2

:4 :3

P

M

S-9

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

W A

L K

W A

Y D

E T

A

IL

S

SCALE: 3/4" = 1'-0"S-3.2

4 WALKWAY FRAMING PLAN

SCALE: 1 1/2" = 1'-0"S-9

D FRAMING CONN. DETAIL

SCALE: 1 1/2" = 1'-0"S-9

E FRAMING CONN. DETAIL

R E

V

D A

T E

D E

S C

R

IP

T

IO

N

1 1/2" DIA SCHEDULE 40

GALVANIZED RAILS

1 1/2" DIA SCHEDULE 80

GALVANIZED POSTS @

5-'0" OC MAX SPACING

L3x3x1/4x9" LONG EA SIDE OF

POST (WELD TO POST, TYP)

(2)-1/2" DIA GALV.

ANCHORS (EACH SIDE

OF POST) W/ ADHESIVE

ANCHORING SYSTEM

S L A

B

B L O

C K

O U

T

W A

L L

THICKNESS

WALL

ACI STANDARD HOOK T&B

(4)#7 HOF WALL STEEL

EXTENDED THROUGH BEAM

POCKET AND LAP LENGTH

EA SIDE OF POCKET (CONT)

(2) ROWS HYDROPHILIC

WATERSTOP AROUND

BEAM POCKET

SHEAR KEY CONTINUOUS

AROUND BEAM POCKET EXTEND INSIDE VERT WALL

BARS INTO BEAM POCKET

#5@6"

(4 MIN)

TERMINATE EXTERIOR VERT

WALL BARS 2" BELOW

BEAM POCKET 24"

T/CONCRETE SLAB

EL (SEE PLANS)

/2

1/2"

WOOD FORM

TO BE REMOVED

AFTER CURING

KEYWAY PER STANDARD

JOINT DETAIL

/2

U .N

.O

T

3/16" SAW CUT &

FILL GROOVE WITH

JOINT SEALANT

SLAB STEEL

THRU JOINT

NOTES:

1. SAW CUT TO BE MADE FROM 4

TO 20 HOURS AFTER EACH POUR.

2. FOR SLAB ON GRADE ONLY.

3. INDICATED BY SYMBOL S

(TYP)

1'-0"

" M

AX.

#5 DIAGONAL BARS EACH

FACE EACH CORNER OR

TANGENT POINT

OPENINGS UP TO 12"

TWO REINF. BARS EACH

FACE SAME SIZE AS LARGER

BARS SHOWN IN SECTION

#5 DIAGONAL BARS

EACH FACE (TYP.)

(TYP.)

1'-0"

48" M

AX.

SQ.

48" MAX.

(TYP.)

1'-6"

MIN. (TYP.)

LAPPED LENGTH

M

IN

(T

Y P

L

A P

P E

D L

E N

G T

H

OPEMIMGS 12"TO 48"

LAPPED LENGTH (TYP.)

1'-8" MIN. (TYP.)

(T Y

P

M

IN

(T Y

P

M

IN

(T Y

P

L A

P P

E D

L E

N G

T H

(TYP)

LAPPED LENGTH

(TYP)

1'-8" MIN.

PROVIDE CORNER

BARS IN WALLS

TO MATCH H. BARS

NOTE: USE CANT

STRIP TO BEVEL

ALL EXPOSED

V. & H. EDGES

T

(MIN)

3" CLR

L E

N G

T H

L A

P P

E D

WALL OR

SLAB LINE

T

T/6T/6 T/3 T/6T/6

(MIN)

3" CLR

L E

N G

T H

L A

P P

E D

DWLS. THRU JT.

OR CONT. REINF.

FLOATED FINSIH

BELOW WATERSTOP

WATERSTOP* W/ ADHESIVE

(CONT) UNO

FLOATED FINISH

BELOW WATERSTOP (TYP.)

DWLS. THRU JT.

OR CONT. REINF.

WATERSTOP*

W/ ADHESIVE

(CONT) UNO

WALL OR

SLAB LINE

(FOR MEMBERS UP TO 18" THICK) (FOR MEMBERS GREATER THAN 18" THICK)

*1. HYDROPHILIC RUBBER WATERSTOP SHALL BE USED IN ALL CAST-IN-PLACE

CONCRETE BELOW GROUNDWATER TABLE.

2. BENTONITE WATERSTOP (NSF 61 CERTIFIED) MAY BE USED AT ALL OTHER JOINTS IN

CAST-IN-PLACE CONCRETE CONSTRUCTION.

3. ALL UNFORMED SURFACES WHERE WATERSTOP IS TO BE ADHERED, SHALL

HAVE A FLOATED FINISH.

4. ALL KEYWAYS SHALL BE CONSTRUCTED USING WOOD FORM EMBEDDED IN PLASTIC

CONCRETE AND REMOVED AFTER CURING.

T/3T/3T/3

BAR SIZE

#4

#5

#6

#7

OPENING REINFORCEMENT SCHEDULE

REINFORCEMENT REQUIRED

THICKNESS

16" OR LESS

16" TO 4'-0"

ALL

TYPE OF

OPENING

UNFRAMED

FRAMED

(BEAMS)

EXTRA

YES

YES

NO

[ - BARS

NO

YES

NO

DIAGONAL

YES

YES

YES

BAR SIZE

#8

#9

#10

#11

LENGTH =

OPENING PLUS

10'-0"

12'-0"

16'-0"

20'-0"

LENGTH =

OPENING PLUS

3'-0"

4'-0"

6'-0"

8'-0"

BAR SIZE

#4

#5

#6

#6

#7

CENTERED ON C OF OPENING

LENGTH OF EXTRA BARS

L

SLAB OR WALL

THICKNESS

DIAG. BARS - (4) SIDES OF

OPENING E.F.; EQUAL SPACING

ALL OPENINGS

DIAGONAL BARS

FROM

8"

16"

24"

32"

TO &

INCLUDING

8"

16"

24"

32"

40"

NO.

LENGTH

3'-0"

4'-0"

5'-0"

5'-0"

6'-0"

SLAB OPENING DETAIL OR WALL JAMB PLAN

UNFRAMED OPENING DETAIL PLAN-

RECTANGULAR SLAB OPENING ELEV.-

RECTANGULAR WALL OPENING

U N

F R

A M

E D

O P

E N

IN

G

L E

N G

T H

(4

M A

X

UNFRAMED

OPENING WIDTH

(4'-0" MAX)

PROVIDE EXTRA BARS E.W., E.F. TO REPLACE BARS CUT BY

OPENING (1/2 EA. SIDE). WHEN NUMBER OF CUT BARS IS ODD

NUMBER INCREASE TO NEXT LARGEST EVEN NUMBER.

UNFRAMED OPENING DETAIL PLAN-

CIRCULAR SLAB OPENING ELEV.-CIRCULAR

WALL OPENING

PROVIDE EXTRA BARS E.W., E.F. TO REPLACE BARS CUT BY

OPENING (1/2 EA. SIDE). WHEN NUMBER OF CUT BARS IS ODD

NUMBER INCREASE TO NEXT LARGEST EVEN NUMBER.

UNFRAMED

OPENING SIZE

(4'-0" M

AX)

T H

IC

K

OPENING

DIAGONAL BARS

EXTRA BARS T&B

OR E.F.

#6 BARS TO MATCH CUT

BARS THUS:

1'-0"

1'-0"

1/4"

2 1/2" 1/2" BAR X GRATING HT.

(SS OR GALV, SEE PLAN)

WELD TO L3

L3x3x1/4 (SS OR GLAV, SEE PLAN) W/ 1/2" DIA. x 6"

LONG ANCHORS @ 24"

O.C. (MIN. 2 PER SIDE)

GRATING

GALV STEEL ANGLE OF SIZE

AND THICKNESS AS REQUIRED

TO PROVIDE FLUSH SURFACE

GRATING

2" x 3/16" STRAP

ANCHORS @ 24" O/C

(MIN. 2 PER SIDE)

OR

W a d e T ri m

G ro u p

In c

P L

O T

T E

D

ISSUED FOR: DATE: BY:

JOB NO.

SHEET

DMB2036-01G

M D

T M

B

M

IC

H

IG

A N

D N

R

W

IL

D L

IF

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D

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N H

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G H

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F L

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M O

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M A

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P U

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F A

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N R

H o u g h to n -S

-R

.r v t

/1

/2

:4 :3

P

M

S-10

QC REVIEW 05/24/2023

IFB 06/28/2023

FINAL REVIEW 03/29/2024

T Y

P

IC

A L

D E

T A

IL

S

SCALE: 1" = 1'-0"

6 GALVANIZED GUARDRAIL-SIDE MOUNT

SCALE: 1" = 1'-0"

3 BEAM POCKET DETAIL

SCALE: 1 1/2" = 1'-0"

9 FORMED KEYWAY

SCALE: 1" = 1'-0"

8 TYP. RELIEF JOINT DETAIL

SCALE: 3/8" = 1'-0"

7 REINFORCEMENT DETAILS

SCALE: 3/8" = 1'-0"

4 WALL INTERSECTION DETAIL

SCALE: 1/2" = 1'-0"

2 STANDARD JOINT

SCALE: 3/8" = 1'-0"

1 REINFORCING BAR SCHEDULES

SCALE: 1 1/2" = 1'-0"

10 GRATING ANGLE DETAIL

R E

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D A

T E

D E

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