Plans 8-17 18124.pdf

PDF 3 MB Posted Feb 7, 2020

Attached to: 751/18124. CDP Holly Rec. Area Wastewater System Improvements
Solicitation number: RFQ 171 200000000138 2
Issued by: Benzie County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is a Phase 500 Bids and Construction plan document for the State of Michigan Department of Natural Resources, Parks and Recreation Division for the Holly Recreation Area Wastewater System Improvements project (DTMB File Number 751/18124.CDP). The project involves the design and construction of a comprehensive wastewater system upgrade including installation of a 42,000-gallon equalization tank, two new pump stations with valve chambers, a new drain field, a 6-inch sanitary sewer force main with directional drilling through a dam embankment, and a 4-inch force main serving the west restroom building. The plans specify multiple stations along the force main alignments with invert elevations, require verification of existing utilities and structures prior to construction, mandate a minimum of 5.5 feet of cover for the sanitary sewer force main, and require 18 inches of vertical separation between the sanitary sewer and other utilities. All road and driveway crossings must be completed using directional drilling without disturbing existing pavement.

The technical specifications detail concrete design requirements with compressive strengths ranging from 3,000 to 4,000 PSI depending on application, reinforcing steel with a yield strength of 60,000 PSI, and an allowable soil pressure of 2,000 PSF based on geotechnical recommendations from Material Testing Consultants, Inc. (November 2019). The project was designed in accordance with the 2015 Michigan Building Code and includes provisions for coal tar epoxy interior coating of tank walls and base slabs, waterproofing protection board, waterstop construction joints, and comprehensive reinforcement scheduling around structural openings. Construction documents indicate benchmark elevations ranging from approximately 997.00 to 1048.43 feet, with tank base slab elevations at 997.00 feet and top of slab elevations at 1000.50 feet for the equalization tank and up to 1017.00 feet for grade elevation.

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Other files

File	Type	Posted
Specs 18124.pdf	PDF	Feb 7, 2020
Plans 1-7 18124.pdf	PDF	Feb 7, 2020
Addendum 1 18124.pdf	PDF	Feb 7, 2020
Plans 18-26 18124.pdf	PDF	Feb 7, 2020
Plans 27-36 18124.pdf	PDF	Feb 7, 2020
Advertisement 18124.pdf	PDF	Feb 7, 2020

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KEY PLAN

on the net at: www.missdig.org 1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

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D C

W G

L A

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H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t e m p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

PLAN AND PROFILE

C301

DKU

NRT

ASM

AutoCAD SHX Text

BENCH MARK

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ELEVATION:

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AutoCAD SHX Text 1015.46

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MAG SPIKE IN EAST SIDE OF 36" OAK TREE,

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WEST SIDE OF ROAD, 100 FEET NORTH OF NORTH

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END OF GUARDRAIL

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6" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

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EQUALIZATION TANK STA 37+00 INV. 6" N 1011.0

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DIRECTION OF FLOW

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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1. VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AND STRUCTURES PRIOR TO STARTING CONSTRUCTION. 2. INSTALL SANITARY SEWER FORCE MAIN WITH A MINIMUM OF 5.5 INSTALL SANITARY SEWER FORCE MAIN WITH A MINIMUM OF 5.5 FEET OF COVER. 3. PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION BETWEEN THE SANITARY SEWER AND OTHER UTILITIES. 4. ALL ROAD AND DRIVEWAY CROSSINGS TO BE DIRECTIONALLY ALL ROAD AND DRIVEWAY CROSSINGS TO BE DIRECTIONALLY DRILLED. DO NOT DISTURB EXISTING PAVEMENT. 5. KEEP THE APPROVED AND/OR MOST CURRENT SET OF KEEP THE APPROVED AND/OR MOST CURRENT SET OF PROJECT DRAWINGS ON SITE AT ALL TIMES. CONTRACTOR TO CONFIRM THEY ARE IN POSSESSION OF THE MOST CURRENT DRAWING FILES.

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SCALE: 1" = 30'

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NORTH

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PARK DRIVE

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SANITATION STATION

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NEW EQUALIZATION TANK 42,000 GALLONS (SEE SHEETS S101 AND P103)

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SILT FENCE

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6" FORCE MAIN

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EXISTING SEPTIC TANK 1,500 GALLONS

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4" PVC @ 2% MIN. SLOPE FROM EXISTING SEPTIC TANKS TO NEW EQUALIZATION TANK

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REMOVE TREE

AutoCAD SHX Text 6" FORCE MAIN ALIGNMENT DIRECTIONAL DRILL THROUGH DAM EMBANKMENT STA. 2+80 TO STA. 6+00

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VALVE CHAMBER (SEE DETAIL SHEET P103)

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FLOW MONITORING MANHOLE (SEE DETAIL SHEET P402)

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SEE SHEET C302 FOR CONTINUATION

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(2) 45° BEND

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(2) 45° BEND

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

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D C

Y O

U T

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D i v i s i o n

H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

C302

DKU

NRT

ASM

PLAN AND PROFILE

AutoCAD SHX Text

BENCH MARK

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ELEVATION:

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AutoCAD SHX Text 1015.46

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MAG SPIKE IN EAST SIDE OF 36" OAK TREE,

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WEST SIDE OF ROAD, 100 FEET NORTH OF NORTH

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END OF GUARDRAIL

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6" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

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STA 10+18

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INV. 4" 1041.1

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DIRECTION OF FLOW

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STA 8+53

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INV. 4" 1008.1

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STA 5+96

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INV. 4" 1008.1

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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SCALE: 1" = 30'

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NORTH

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4" FORCE MAIN ALIGNMENT

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PARK DRIVE

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REMOVE TREE

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SEE SHEET C303 FOR CONTINUATION

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

I N

F O

A D

D C

Y O

U T

T O

R R

E Y

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NRT

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N a t u r a l

R e s o u r c e s

P a r k s a n d

R e c r e a t i o n

D i v i s i o n

H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

C303

DKU

NRT

ASM

WEST RESTROOM BUILDING

PLAN AND PROFILE

AutoCAD SHX Text

BENCH MARK

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ELEVATION:

AutoCAD SHX Text D

AutoCAD SHX Text 1040.47

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MAG SPINE IN NORTH SIDE OF 6" DECIDUOUS

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TREE, SE QUADRANT OF BIT ROADS EAST-WEST- NORTH

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6" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

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COMBINATION AIR VALVE MANHOLE STA 14+73 (SEE DETAIL SHEET P401)

AutoCAD SHX Text 4"x4"x6" WYE

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DIRECTION OF FLOW

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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6" FORCE MAIN ALIGNMENT

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PARK DRIVE

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SCALE: 1" = 30'

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NORTH

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RESTORE DRAINAGE SWALE

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COMBINATION AIR VALVE MANHOLE (SEE DETAIL SHEET (P401)

AutoCAD SHX Text 4"x4"x6" WYE

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SEE SHEET C302 FOR CONTINUATION

SEE SHEET C304 FOR CONTINUATION

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

I N

F O

A D

D C

Y O

U T

T O

R R

E Y

R E V I S I O N S

NRT

191527

S t a t e o f

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D e p a r t m e n t o f

N a t u r a l

R e s o u r c e s

P a r k s a n d

R e c r e a t i o n

D i v i s i o n

H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

C304

DKU

NRT

ASM

WEST RESTROOM BUILDING

PLAN AND PROFILE

AutoCAD SHX Text

BENCH MARK

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ELEVATION:

AutoCAD SHX Text D

AutoCAD SHX Text 1040.47

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MAG SPINE IN NORTH SIDE OF 6" DECIDUOUS

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TREE, SE QUADRANT OF BIT ROADS EAST-WEST- NORTH

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4" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

AutoCAD SHX Text 4"x4"x6" WYE

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DIRECTION OF FLOW

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STA 3+59

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INV. 4" 1032.0

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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SCALE: 1" = 30'

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NORTH

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4" FORCE MAIN ALIGNMENT

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PARK DRIVE

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DIRECTIONAL DRILL THROUGH ROADWAY STA. 0+00 TO STA. 0+80

AutoCAD SHX Text 4"x4"x6" WYE

AutoCAD SHX Text

SEE SHEET C303 FOR CONTINUATION

SEE SHEET C305 FOR CONTINUATION

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

I N

F O

A D

D C

Y O

U T

T O

R R

E Y

R E V I S I O N S

NRT

191527

S t a t e o f

M i c h i g a n

D e p a r t m e n t o f

N a t u r a l

R e s o u r c e s

P a r k s a n d

R e c r e a t i o n

D i v i s i o n

H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

C305

DKU

NRT

ASM

WEST RESTROOM BUILDING

PLAN AND PROFILE

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2" WTR.

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UG ELEC

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BENCH MARK

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ELEVATION:

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AutoCAD SHX Text 1027.70

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CHISELED SQUARE ON SE CORNER OF CONCRETE

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PAD AT BUILDING, 50 FEET WEST OF RESTROOMS

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PUMP STATION AND VALVE CHAMBER (EAST) STA 12+20

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SEE DETAIL SHEET P102

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4" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

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STA 11+03

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INV. 4" 1021.1

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DIRECTION OF FLOW

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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EAST RESTROOM BUILDING

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SCALE: 1" = 30'

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NORTH

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4" FORCE MAIN ALIGNMENT

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PARK DRIVE

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NEW PUMP STATION AND VALVE CHAMBER (SEE SHEET P102)

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DIRECTIONAL DRILL THROUGH ROADWAY STA. 8+50 TO STA. 9+00

SEE SHEET C3034 FOR CONTINUATION

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

I N

F O

A D

D C

Y O

U T

T O

R R

E Y

R E V I S I O N S

NRT

191527

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M i c h i g a n

D e p a r t m e n t o f

N a t u r a l

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P a r k s a n d

R e c r e a t i o n

D i v i s i o n

H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

C306

DKU

NRT

ASM

WEST RESTROOM BUILDING

PLAN AND PROFILE

AutoCAD SHX Text

BENCH MARK

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ELEVATION:

AutoCAD SHX Text D

AutoCAD SHX Text 1040.47

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MAG SPINE IN NORTH SIDE OF 6" DECIDUOUS

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TREE, SE QUADRANT OF BIT ROADS EAST-WEST- NORTH

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4" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

AutoCAD SHX Text 0+00

AutoCAD SHX Text 1041.7

AutoCAD SHX Text 4"x4"x6" WYE

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DIRECTION OF FLOW

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STA 3+00

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INV. 4" 1041.2

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STA 2+13

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INV. 4" 1041.2

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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SCALE: 1" = 30'

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NORTH

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PARK DRIVE

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4" FORCE MAIN ALIGNMENT

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SEE SHEET C304 FOR CONTINUATION

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SEE SHEET C303 FOR CONTINUATION

SEE SHEET C307 FOR CONTINUATION

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

I N

F O

A D

D C

Y O

U T

T O

R R

E Y

R E V I S I O N S

NRT

191527

S t a t e o f

M i c h i g a n

D e p a r t m e n t o f

N a t u r a l

R e s o u r c e s

P a r k s a n d

R e c r e a t i o n

D i v i s i o n

H o l l y

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A r e a

W a s t e w a t e r

S y s t p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

C307

DKU

NRT

ASM

WEST RESTROOM BUILDING

PLAN AND PROFILE

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3" WTR.

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2" WTR.

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BENCH MARK

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ELEVATION:

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AutoCAD SHX Text 1048.43

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CHISELED SQUARE ON SW CORNER OF CONCRETE

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WALL, AT SW CORNER OF RESTROOMS

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4" FORCE MAIN

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EXISTING PROFILE ELEVATION

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EXISTING PROFILE OVER FORCE MAIN

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COMBINATION AIR VALVE MANHOLE STA 6+20 (SEE DETAIL SHEET P401)

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PUMP STATION AND VALVE CHAMBER (WEST) STA 11+08

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SEE DETAIL SHEET P101

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DIRECTION OF FLOW

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STA 10+18

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INV. 4" 1041.1

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STA 8+99

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INV. 4" 1041.1

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NORTH

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EAST RESTROOM BUILDING

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NEW PUMP STATION

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EXISTING RV SANITATION STATION

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NEW DRAIN FIELD

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NEW EQUALIZATION TANK

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NEW PUMP STATION

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WEST RESTROOM BUILDING

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WEST RESTROOM BUILDING

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SCALE: 1" = 30'

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NORTH

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NEW PUMP STATION AND VALVE CHAMBER (SEE SHEET P101)

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4" FORCE MAIN ALIGNMENT

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PARK DRIVE

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DIRECTIONAL DRILL THROUGH ROADWAY STA. 9+20 TO STA. 9+80

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COMBINATION AIR VALVE MANHOLE (SEE DETAIL SHEET P401)

SEE SHEET C306 FOR CONTINUATION

C401

NRT

ASMReviewer

Designer

Drawn By

Hard copy is intended to be

24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

A l l R i g h t s R e s e r v e d

P L O

I N

F O

A D

D C

Y O

U T

T O

R R

E Y

R E V I S I O N S

NRT

191527

S t a t o f

M i c h i g a n

D e p a r t m e n t o f

N a t u r a l

R e s o u r c e s

P a r k s a n d

R c r e a t i o n

D i v i s i o n

H o l l y

R e c r e a t i o n

A r e a

W a s t e w a t e r

S y s t e m

I m p r o v e m e n t s

DTMB File Number

751/18124.CDP

1/30/2020

PHASE 500

BIDS AND CONSTRUCTION

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UT-001

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NO SCALE

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TRENCH NOT ADJACENT TO DRIVING SURFACE OR STRUCTURE

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REFER TO DRAWINGS AND SPECIFICATIONS FOR SURFACE TREATMENT OR RESTORATION

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SUITABLE MATERIAL

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BEDDING

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UTILITY

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NORMAL TRENCH BOTTOM

AutoCAD SHX Text

FOUNDATION MATERIAL (ONLY IF REQUIRED AND APPROVED BY ENGINEER)

AutoCAD SHX Text SLOPE OF TRENCH TO BE DETERMINED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE STATE AND FEDERAL REGULATIONS

AutoCAD SHX Text 4"

AutoCAD SHX Text 4 1/2"

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12" MIN.

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EJIW 1575 MONUMENT BOX COVER

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3500 PSI CONCRETE

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SEWER CLEANOUT FOR GRAVITY FLOW PIPE

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NO SCALE

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FINISHED GRADE

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PLUG WYE WHERE LOCATED AT END OF RUN

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CRUSHED STONE

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6" SDR26 PVC RISER AND WYE

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45° BEND

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DOWNSTREAM

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FRONT VIEW

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SIDE VIEW

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6" AGGREGATE BASE, MDOT 21AA

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SLOPE 1%%% MIN.

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6" SUBBASE, MDOT SAND CLASS 2

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NO SCALE

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GRAVEL DRIVE DETAIL

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FIN. GRADE

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%%UBOLLARD DETAIL

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1.5' (MIN.)

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1.5' (MIN.)

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NO SCALE

AutoCAD SHX Text SCHEDULE 40 STEEL PIPE (HOT DIP GALVANIZED AFTER FABRICATION), CONCRETE FILLED (f'c=3,000 PSI MIN.), 6" DIAMETER SEE PLAN FOR LOCATION

AutoCAD SHX Text

STANDARD BOLLARD SLEEVE BY IDEAL SHIELD OR EQUAL

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1/4" EXPANSION MATERIAL AS REQUIRED PER SURFACE CONDITION

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SEE PLAN FOR SURFACE TYPE, THICKNESS AND ELEVATION

AutoCAD SHX Text #4 BAR x1'-3" LONG (TYP. OF 6)

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PROVIDE HOLES IN PIPE, PLACE REINFORCING THRU HOLES PRIOR TO POURING CONCRETE

AutoCAD SHX Text

SM-007

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NO SCALE

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SEE PLANS

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SLOPE 1%%% MIN.

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4" CONCRETE SLAB 3,500 PSI

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SIDEWALK DETAIL

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FINISHED GRADE

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4" COMPACTED GRANULAR MATERIAL 8" IF CROSSING DRIVEWAY OR ALLEY

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1/4" RADIUS (TYP.)

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COMPACTED SUBGRADE

AutoCAD SHX Text

CP-002

REMOVABLE CAP

GENERAL NOTES

LEGENDS

SCHEDULES / DIAGRAMS

NOTE:

BAR

SIZE

BEAMS & COLUMNS WALLS & SLABS

GENERAL NOTES:

CAST-IN-PLACE CONCRETE NOTES:

SOIL AND FOUNDATION NOTES:

CONCRETE REINFORCEMENT COVER REQUIREMENTS

CONCRETE REINFORCEMENT

LAP SPLICE SCHEDULE (INCHES)

CJ CONSTRUCTION OR CONTROL JOINT, SEE TYPICAL DETAILS

WSJ WATERSTOP CONSTRUCTION JOINT, SEE TYPICAL DETAIL

CONCRETE CAST AGAINST AND

PERMANENTLY EXPOSED TO EARTH: 3"

CONCRETE EXPOSED TO EARTH, LIQUID,

WEATHER OR CAST AGAINST A CONCRETE

WORK MAT:

SLABS AND JOISTS:

BEAMS AND COLUMNS:

STIRRUPS, SPIRALS, AND TIES:

PRIMARY REINFORCEMENT:

WALLS:

FOOTINGS AND BASE SLABS:

FORMED SURFACES:

TOP OF FOOTINGS AND BASE SLABS:

2" 2 1/2"

2" 2"

TOP BARS OTHERS TOP BARS OTHERS

3 43 33 20 16

4 52 41 26 24

5 60 47 33 30

7 114 88 56 50

6 67 52 39 34

849410413410

9911210814111

6978991289

5664941218

TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE

THAN 12" OF CONCRETE IS CAST BELOW THE BAR.

HORIZONTAL BARS IN WALLS ARE TOP BARS. VERTICAL

BARS ARE OTHER BARS.

1. THE INFORMATION ON THIS SHEET SHALL APPLY TO ALL

STRUCTURAL DRAWING SHEETS.

2. INFORMATION ON THIS SHEET SUPPLEMENTS THE PROJECT

SPECIFICATIONS, REFER TO THE PROJECT SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS.

3. DRAWINGS HAVE NOT NECESSARILY BEEN ORGANIZED

ACCORDING TO TRADES. A FULL SET OF DESIGN DRAWINGS

MAY BE REQUIRED FOR AN INDIVIDUAL TRADE TO DETERMINE

THE FULL SCOPE OF WORK, REFER TO OTHER DISCIPLINE

DRAWINGS FOR OTHER ELEMENTS OF CONCRETE,

MASONRY, STEEL AND WOOD CONSTRUCTION.

4. DRAWINGS HAVE BEEN SET UP TO PLOT AS INTENDED WHEN

PLOTTED AS FULL SIZE DRAWINGS. USE OF REDUCED SIZE

DRAWINGS SHALL BE AT CONTRACTOR'S RISK.

5. COORDINATE WORK OF ALL TRADES. NOTIFY ENGINEER OF

ANY VARIANCE BEFORE WORK BEGINS.

6. COORDINATE SIZE AND LOCATION OF ALL ROOF AND/OR

SLAB OPENINGS WITH ASSOCIATED TRADES.

7. ALTERATIONS TO A STRUCTURAL ITEM OR MEMBER SHALL

ONLY BE MADE AFTER APPROVAL BY THE ENGINEER.

8. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS NOT

INDICATED.

9. WHERE SHOP DRAWINGS ARE REQUIRED BY THE

SPECIFICATIONS, DESIGN DRAWINGS SHALL NOT BE USED AS

SHOP AND/OR ERECTION DRAWINGS.

10. FIELD VERIFY EXISTING CONDITIONS.

11. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITIES WITHIN AREAS OF EXCAVATION.

1. FOUNDATION DESIGN IS BASED ON THE

RECOMMENDATIONS MADE IN THE GEOTECHNICAL REPORT

PREPARED BY MATERIAL TESTING CONSULTANTS, INC. AND

DATED NOVEMBER, 2019.

1. COORDINATE SIZE, LOCATION AND PLACEMENT OF EMBEDDED

ITEMS (PLATES, HARDWARE, PIPE SLEEVES, ETC.) WITH ALL

RESPECTIVE TRADES.

2. EMBEDDED ITEMS SHALL BE SECURELY PLACED PRIOR TO

PLACING CONCRETE.

3. CORING OR CUTTING CONCRETE SHALL NOT BE PERMITTED

UNLESS APPROVED BY ENGINEER.

4. IF DRILLING OR CUTTING INTO HARDENED CONCRETE IS

REQUIRED, FIELD LOCATE REINFORCEMENT WITH A REBAR

DETECTOR TO AVOID DAMAGING THE REBAR.

5. DO NOT SAW CUT ELEVATED SLABS.

6. THE LOCATION OF CONSTRUCTION OR CONTROL JOINTS, OTHER

THAN INDICATED ON THE DRAWINGS, SHALL BE APPROVED BY

THE ENGINEER PRIOR TO PLACING CONCRETE.

7. CORNER BARS OF THE SAME SIZE AND SPACING AS HORIZONTAL

WALL REINFORCING ARE REQUIRED FOR ALL WALLS UNLESS

NOTED OTHERWISE.

8. UNLESS NOTED OTHERWISE, PROVIDE CLEAR COVER TO

REINFORCING BARS AS SCHEDULED, SEE SCHEDULE THIS

SHEET.

9. UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTH, IN

INCHES, SHALL BE AS SCHEDULED, SEE SCHEDULE THIS SHEET.

10. UNLESS NOTED OTHERWISE, PROVIDE 3/4" CHAMFERS ON ALL

EXPOSED EDGES.

11. UNLESS NOTED OTHERWISE, DOWELS AND BENT BARS TO HAVE

STANDARD ACI/CRSI 90 OR 180 DEGREE BEND AS INDICATED.

12. OPENINGS REQUIRED FOR SLABS AND WALLS REQUIRE

ADDITIONAL REINFORCING AROUND THE PERIMETER, SEE

TYPICAL DETAILS.

13. SOME CONCRETE MIX DESIGNS ON THIS PROJECT ARE

REQUIRED TO BE ESTABLISHED BY TRIAL MIXES, REFER TO

SPECIFICATIONS. HOLD CONCRETE PLACEMENT UNTIL TRIAL MIX

DATA HAS BEEN REVIEWED BY THE ENGINEER.

HP HIGH POINT

LP LOW POINT

MIN.

1 1/2" CLR.

T/2

DRY SIDEWATER SIDE

BOTTOM SLAB OR WALL

4" PVC WATERSTOP

WATERPROOF BEAD, 3"

MIN. COVER, ADHERE TO

CONCRETE FACE

ALL CONSTRUCTION JOINTS

SHALL BE CLEANED JUST

BEFORE FRESH CONCRETE

IS PLACED

TIE PVC WATERSTOP

IN PLACE WALL

NOTE: ONE LAYER OF

REINFORCING, REINFORCING

NOTED ELSEWHERE.

DRY SIDEWATER SIDE

BOTTOM SLAB OR WALL

4" PVC WATERSTOP

WATERPROOF BEAD, 3"

MIN. COVER, ADHERE TO

CONCRETE FACE

ALL CONSTRUCTION JOINTS

SHALL BE CLEANED JUST

BEFORE FRESH CONCRETE

IS PLACED

TIE PVC WATERSTOP

IN PLACE

WALL

MIN.

CLR. 1/2"

MIN.

CLR. 1/2" NOTE: REINFORCING

NOTED ELSEWHERE.

NOTES:

WALL REINFORCING NOTED ELSEWHERE.

WATERPROOF MEMBRANE AND SLOPE

(IF REQUIRED), NOTED ELSEWHERE.

TOP SLAB OR WALL

INTERSECTION

WATERPROOF BEAD,

ADHERE TO CONCRETE,

PROVIDE 3" MIN. COVER

4" PVC WATERSTOP, TIE

IN PLACE

ALL CONSTRUCTION JOINTS

SHALL BE CLEANED JUST

BEFORE FRESH CONCRETE IS

CAST

REINFORCEMENT AT WALL AND ELEVATED SLAB OPENINGS

10" OR LARGER OPENINGS

ADJACENT TO TWO EDGES ADJACENT TO ONE EDGE NOT ADJACENT TO EDGE

DOWEL OR EXTEND ADDED

RESTEEL INTO WALL OR

FOOTING SIMILAR TO

NORMAL RESTEEL, (TYP.)

NORMAL RESTEEL

NOTED

ELSEWHERE

#5 DIAGONALS EACH FACE;

LENGTH = SMALLER OPENING

DIMENSION OR DIAMETER PLUS

2'-0"; STOP AT EDGE (TYP.)

ADD RESTEEL (FULL

LENGTH) EQUAL TO

NORMAL RESTEEL CUT

OFF BY OPENING; 1/2 EACH

SIDE OF OPENING (TYP.)

CUT NORMAL DOWELS

AND RESTEEL 2" SHORT

OF OPENING (TYP.)

ROUND OR RECTANGULAR

OPENING, (TYP.)

NOTES:

REINFORCING NOTED ELSEWHERE.

USE NEAREST STANDARD

SIZE LUMBER FOR FORMING.

2"x4" NOMINAL MINIMUM SIZE.

15.00°

T/2

EQ.EQ.

BEND (TYP.)

1'-6"

REINFORCEMENT

NOTED ELSEWHERE

SLAB AND WALL

CONSTRUCTION NOTED

ELSEWHERE (TYP.)

#5 DOWEL @12" LAP WALL

REINFORCEMENT 2'-2"

WATERPROOFING

CONSTRUCTION

NOTED ELSEWHERE

EL. SEE PLAN

TOP OF WALL

EL. SEE PLAN

TOP OF SLAB

DRAIN FROM ACCESS DOOR

FRAME, 1 1/2" DIAMETER

SCHEDULE 80 PVC TO 3 CUBIC

FEET PEASTONE WRAPPED IN

GEOTEXTILE FABRIC. LOCATE

OFF TOP SLAB ADJACENT TO

TANK STRUCTURE.

ACCESS DOOR

AND FRAME

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

R E V I S I O N S

St at e of

M ic hi ga n, D ep ar tm en to fN at ur al R es ou rc es

,P ar ks an d R ec re at io n Di vi si on H ol ly

R ec re at io n

Ar ea

W as te w at er

Sy st em Im pr ov em en ts

191527

NRT

SHEET NO.

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

DTMB File Number

751/18124.CDP

C :\W or k\

R ev it\

7_ rfs ag em an

.rv t

:3 4:

S001

RFS

DJV

RFS

BEAMS f'c = 4,000 PSI SLABS f'c = 4,000 PSI WALLS AND FOOTINGS f'c = 4,000 PSI

CONCRETE

WELDED WIRE FABRIC Fy = 65,000 PSI CONCRETE REINFORCING Fy = 60,000 PSI

DESIGN STRESSES

ALLOWABLE SOIL PRESSURE 2,000 PSF

RISK CATEGORY II

BUILDING CODE 2015 MICHIGAN BUILDING CODE

DESIGN DATA

NO SCALE

WATERSTOP CONSTRUCTION JOINT (WSJ)

NO SCALE

WATERSTOP CONSTRUCTION JOINT (WSJ)

NO SCALE

WATERSTOP CONSTRUCTION JOINT (WSJ)

NO SCALE

CONCRETE WALL AND SLAB OPENINGS ADDITIONAL REINFORCEMENT

NO SCALE

KEYWAY (WALL OR SLAB)

REDUCTION NONE

TOP SLAB - APPLIED AT GROUND SURFACE 300 PSF

LIVE LOADS

TOTAL = 150 PSF

ALLOWANCE FOR MEP 20 PSF

SOIL COVER 130 PSF

SUPERIMPOSED TOP SLAB DEAD LOADS:

DESIGN LOADS - EQ TANK

GROUND (Pg) 25 PSF

SNOW LOADS

NO SCALE

SINGLE CELL ACCESS HATCH

S101

1/ 4"

:1 '-0

S101

TYP

CONC CURB TOP

OF CURB EL.

1017.00' (TYP.)

CONC CURB TOP OF

CURB EL. 1017.00' (TYP.)

S101

PIPE SLEEVE,

SEE PROCESS

24'-4"

ACCESS DOOR AND FRAME

AT EACH OPENING (NOT

SHOWN). SEE PROCESS

FOR DOOR SWINGS (TYP.).

OPEN

1' -2

'-0

1' -2

'-4

1'-2" 22'-0" 1'-2"

6" 8" 3'-6" 8"

8" 3'

-6

8" 6"

1'-10" 8" 4'-0" 8"

8" 6'

-0

1' -1

(BELOW)

8" 3'-6" 8" 6"

6" 8"

3' -6

S101

SUMP PIT

EL. 997.00

TOS

EL. 1000.50

TOS

1'-0" 24'-4" 1'-0"

26'-4"

'-4

1'-2" 22'-0" 1'-2"

1' -0

'-4

1' -0

1' -2

'-0

1' -2

CONCRETE MIX DESIGNS FOR THIS

STRUCTURE ARE REQUIRED TO BE

ESTABLISHED BY TRIAL MIXES, REFER TO

SPECIFICATIONS. HOLD CONCRETE

PLACEMENT UNTIL TRIAL MIX DATA HAS

BEEN REVIEWED BY THE ENGINEER.

PIPE SLEEVE, SEE

PROCESS (TYP.)

7' -0

7'-0"

EL. 1000.50

TOS

EL. 1016.00

TOS HP 1/4" : 1'-0"

SLOPEEL. 1017.00

GRADE

WSJ

WATERPROOFING

AND PROTECTION

BOARD ON TANK TOP

SLAB AND WALLS

TERMINATE

WATERPROOFING AT

BASE SLAB

1. SLOPE TOP OF WALLS TO

CREATE TOP SLAB SLOPE.

2. FOR REINFORCING, SEE

NOTES:

/1 S101

WSJ

1' -2

1'-0" 1'-0"

EL. 1000.50

TOS

EL. VARIES

TOS HP

EL. 1017.00

GRADE

997.00

TOS

WSJ

WSJ WSJ

#6 @ 6" EACH WAY,

EACH FACE (TYP.

ALL WALLS

#6 @ 6" EACH WAY,

TOP AND BOTTOM

#7 @ 6" EACH WAY,

TOP AND BOTTOM

2" CLR.

WSJ

1' -2

WATERPROOFING AND

PROTECTION BOARD ON

TANK TOP SLAB AND

WALLS

TERMINATE

WATERPROOFING AT

BASE SLAB

DOWELS, MATCH SIZE

AND SPACING OF

VERTICAL BARS (TYP. TOP

AND BOTTOM OF WALLS)

P, SE

1' -2

1'-0"1'-2"

3" C

1' -2

1'-0" 1'-0"

1'-0"

3" C

P, SE

2" C

#6 @ 6" EACH WAY,

EACH FACE

WSJ WSJ

ACCESS DOOR AND FRAME

7'-0"

PAINT INTERIOR FACE OF ALL

WALLS, BASE SLAB AND THE

UNDERSIDE OF TOP SLAB

WITH COAL TAR EPOXY

PROVIDE ADDITIONAL

REINFORCING AROUND

OPENINGS, SEE TYPICAL

DETAIL

S101

EL. 1017.00

GRADE

#5 DOWEL @ 12",

CENTERED IN WALL

WSJ

WATERPROOFING AND

PROTECTION BOARD

FOR REINFORCING

NOT NOTED, SEE /1 S101

8"ACCESS DOOR AND FRAME WITH

DRAIN AND GEOTEXTILE WRAPPED

PEASTONE, SEE TYPICAL DETAIL

WSJ

#5 @ 12" HORIZONTAL

"U" CORNER BARS, MATCH SIZE

AND SPACING OF HORIZONTAL

REINFORCING

SEE SCHEDULE

LAP

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

PROJECT NO.

Drawn By

Designer

Reviewer

Manager

R E V I S I O N S

St at e of

M ic hi ga n, D ep ar tm en to fN at ur al R es ou rc es

,P ar ks an d R ec re at io n Di vi si on H ol ly

R ec re at io n

Ar ea

W as te w at er

Sy st em Im pr ov em en ts

191527

NRT

SHEET NO.

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

DTMB File Number

751/18124.CDP

C :\W or k\

R ev it\

7_ rfs ag em an

.rv t

:3 4:

S101

RFS

DJV

RFS

NORTH

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

TANK TOP SLAB PLAN

NORTH

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

TANK BASE SLAB PLAN

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

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

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

SCALE: 3/4" = 1'-0"3 CORNER DETAIL

NOTESNOTES

1. BACKFILLING ADJACENT TO TANK MAY BE

PERFORMED PRIOR TO CONSTRUCTION OF TANK

TOP SLAB.

2. THIS TANK IS TO BE REGARDED AS "LIQUID

CONTAINING" PER SPECIFICATIONS.

3. PRIOR TO BACKFILLING, TANK MUST HAVE LEAK

TESTING COMPLETED AND ALL NECESSARY

REPAIRS MADE.

4. ALL REINFORCING STEEL TO BE EPOXY COATED.

File details come from the government source that posted it. Updated Mar 11, 2026.