751_14403 Plans Part 1.pdf

PDF 4 MB Posted Oct 5, 2021

Attached to: 751/14403. MNB; Pointe Mouillee SGA - Pump Replacement
Solicitation number: RFQ 171 210000000491 3
Issued by: Macomb County, St. Charles Village, Michigan

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Written by GovTribe AI · Mar 13, 2026

This file consists of Phase 500 construction drawings dated August 2021 for a pump replacement and causeway repair project at Pointe Mouillee State Game Area in Rockwood, Michigan. The project involves the Michigan Department of Technology, Management and Budget (MDTMB), the Michigan Department of Natural Resources, and DLZ Michigan, Inc. as the professional services contractor. The scope of work includes demolition of existing pump assemblies and concrete structures, construction of new division walls and platforms, installation of replacement pump equipment, refurbishment of existing sluice gates, installation of bar screen assemblies and canal gates, and construction of precast concrete headwall assemblies at six outflow locations. The project requires coordination of dewatering operations, utility location and protection, temporary excavation support systems, and soil erosion and sedimentation control measures. The drawings indicate a construction staging area will be coordinated with the owner, and all work must comply with specified standards including ACI 318 for reinforced concrete, MDOT specifications, and manufacturer requirements for equipment installation.

The project specifications require cast-in-place concrete with a minimum 28-day compressive strength of 5000 PSI, hot-dipped galvanized steel for permanent carbon steel elements, stainless steel anchors and fasteners, and ready-to-use non-shrink grout with minimum compressive strength of 5000 PSI. Key construction constraints include staged work to minimize exposed soil, restoration of disturbed aggregate surfaces and turf areas, protection of existing utilities with contractor responsibility for repair costs, and establishment of control points and benchmarks for construction elevations. The contractor must obtain all necessary permits and is responsible for all dewatering costs, temporary erosion control removal, and compliance with Michigan Department of Transportation standards for seeding and mulching disturbed areas at 220 pounds per acre.

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Other files

File	Type	Posted
751_14403 Plans Part 3.pdf	PDF	Oct 5, 2021
EGLE WRD Permit 58-Pointe Mouillee State Game Area-South Rockwood.pdf	PDF	Oct 5, 2021
Addendum 1 14403.pdf	PDF	Oct 5, 2021
751_14403 Contract and Specifications.pdf	PDF	Oct 5, 2021
751_14403 Plans Part 2.pdf	PDF	Oct 5, 2021
751_14403 - 2021 Contractor Walk-Through Sign In.pdf	PDF	Oct 5, 2021
Pump Station Dwgs 14403.pdf	PDF	Oct 5, 2021
751_14403 Advertisement.pdf	PDF	Oct 5, 2021

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ROCKWOOD, MICHIGAN 48173

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PLAN SET DATED: AUGUST 2021

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DLZ NO. 1541.6671.00

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SCALE:

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LOCATION MAP

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37205 MOUILLEE ROAD

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ROCKWOOD, MICHIGAN 48173

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PHASE 500 CONSTRUCTION DRAWINGS

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POINTE MOUILLEE STATE GAME AREA

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CONTACT INFORMATION

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DESCRIPTION

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SHEET

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DRAWING INDEX

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COVER SHEET

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PUMP REPLACEMENT

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MDTMB - POINTE MOUILLEE STATE GAME AREA

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INDEX NO.: 87905

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FILE NO.: 751/14403.MNB

AutoCAD SHX Text OWNER REPRESENTATIVE: MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET DESIGN AND CONSTRUCTION DIVISION L 150 3044 W. GRAND BOULEVARD DETROIT, MICHIGAN 48202 PROJECT DIRECTOR: CHRIS MUSTAFA BAHJET, P.E. CHRIS MUSTAFA BAHJET, P.E. PHONE: (517) 749-7519 (517) 749-7519 EMAIL: Bahjetc@michigan.govBahjetc@michigan.gov

AutoCAD SHX Text MICHIGAN DEPARTMENT OF NATURAL RESOURCES MICHIGAN DEPARTMENT OF NATURAL RESOURCES 37205 MOUILLEE ROAD ROCKWOOD, MICHIGAN 48173 PROJECT MANAGER: TAMMY GIROUX TAMMY GIROUX PHONE: (734) 379-9692 (734) 379-9692 EMAIL: GirouxT@michigan.govGirouxT@michigan.gov

AutoCAD SHX Text PROFESSIONAL SERVICES CONTRACTOR REPRESENTATIVE: DLZ MICHIGAN, INC. DLZ MICHIGAN, INC. 607 SHELBY STREET, SUITE 650 DETROIT, MICHIGAN 48226 PROJECT MANAGER: MARK A. MATTSON, PE MARK A. MATTSON, PE PHONE: (313) 961-4040 (313) 961-4040 EMAIL: mmattson@dlz.commmattson@dlz.com

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PUMP STATION DEMOLITION PLANS AND SECTIONS

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PUMP STATION PLANS AND SECTIONS

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CMP OUTFLOW PROPOSED PLANS AND SECTIONS

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ELECTRICAL ONE-LINES AND PLAN

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AGENCY REPRESENTATIVE:

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PUMP STATION MISCELLANEOUS DETAILS

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SCHEMATIC PUMP STATION SITE PLAN

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SCHEMATIC SOIL EROSION AND SEDIMENTATION CONTROL PLAN

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SOIL EROSION AND SEDIMENTATION CONTROL

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KEY, SCHEDULE AND NOTES

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SOIL EROSION AND SEDIMENTATION CONTROL SPECIFICATIONS - 1

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SOIL EROSION AND SEDIMENTATION CONTROL SPECIFICATIONS - 2

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ELECTRICAL SCHEDULES AND DETAILS

MOUILLEE CREEK

COMMON CANAL TO OTHER MANAGEMENT

UNITS

TO HUMPHRIES UNIT

Schematic Section Thru Existing Pump Station

FIELD VERIFY

EX. CMP EXTENDS APPROX. 6'

BEYOND EMBANKMENT,

TYPICAL

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1. THE INFORMATION CONTAINED ON THESE DRAWINGS PERTAINING TO

EXISTING CONDITIONS, SUCH AS BUT NOT LIMITED TO, UTILITIES, AND

TOPOGRAPHY IS FURNISHED SOLELY AS THE BEST INFORMATION

AVAILABLE AND ITS ACCURACY IS NOT GUARANTEED. THE USE OF THIS

INFORMATION DOES NOT PROVIDE THE CONTRACTOR RELIEF FROM

ANY RESPONSIBILITY FOR DAMAGES DUE TO ANY INACCURACIES.

2. CONTRACTOR SHALL CONTACT MISS DIG AT 811 OR (800)-482-7171 AT

LEAST 3 WORKING DAYS PRIOR TO ANY EXCAVATION TO CONFIRM THE

LOCATIONS OF EXISTING BURIED UTILITIES. THIS DOES NOT RELIEVE

THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY

OWNERS WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF EXISTING

UTILITIES, IF REQUIRED, WITH THE UTILITY OWNER AND BE

RESPONSIBLE FOR PROTECTING EXISTING UTILITIES AND REPAIRING

DAMAGE TO EXISTING UTILITIES RESULTING FROM THE WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF REPAIRING

OR REPLACING ANY DAMAGED UTILITIES AT NO EXPENSE TO THE

OWNER. THE CONTRACTOR SHALL LOCATE ANY PRIVATE UTILITIES (I.E.

LIGHTING, ETC.) INCIDENTAL TO THE WORK.

3. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING

HORIZONTAL AND VERTICAL CONTROL POINTS, BENCHMARKS, ETC.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION

STAKING AND FIELD LAYOUT. IT IS RECOMMENDED THAT TWO (2)

BENCHMARKS BE USED FOR VERIFICATION OF ALL CONSTRUCTION

ELEVATIONS. SET ADDITIONAL BENCHMARKS, AS NEEDED, TO COMPLY

WITH THIS REQUIREMENT.

4. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE

PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. THE

CONTRACTOR SHALL VERIFY THE DEPTH AND HORIZONTAL LOCATION

OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE EXACT

LOCATION OF EXISTING UTILITIES SHALL BE DETERMINED BY HAND

DIGGING. ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE

REPAIRED WITH LIKE MATERIAL IN ACCORDANCE WITH THE UTILITY

OWNER'S REQUIREMENTS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING

NECESSARY TO COMPLETE THE WORK NOTED ON THESE PLANS.

WATER REMOVED BY DEWATERING EQUIPMENT SHALL NOT BE

DISPOSED OF INTO EXISTING SANITARY SEWERS.

6. CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING,

AND CLEAN-UP OPERATIONS IN A MANNER SUCH THAT SEDIMENT

GENERATED BY WIND OR WATER IS NOT DISCHARGED OFF SITE INTO

THE AIR, ANY STORM SEWER OR UNDERGROUND UTILITY SYSTEM,

DRAINAGE DITCH, RIVER, OR LAKE. STAGE THE WORK TO MINIMIZE THE

AREA OF EXPOSED SOIL, THEREBY REDUCING THE OPPORTUNITY FOR

SOIL EROSION.

7. ALL EXCAVATIONS SHALL BE BACKFILLED WITH EXISTING SUBGRADE

(CLAY EMBANKMENT) UNLESS OTHERWISE SHOWN IN THE PLANS.

8. RESTORE ALL AGGREGATE SURFACES, STAGING AREAS, AND OTHER

PUBLIC OR PRIVATE STRUCTURES THAT ARE DISTURBED OR DAMAGED

AS A RESULT OF CONSTRUCTION ACTIVITIES TO A CONDITION EQUAL TO

OR BETTER THAN EXISTING CONDITIONS AND TO THE SATISFACTION OF

THOSE HAVING JURISDICTION, UNLESS NOTED OTHERWISE ON THE

PLANS.

9. ALL ESTABLISHED TURF AREAS DISTURBED BY THE CONTRACTOR'S

OPERATIONS SHALL BE SEEDED AND MULCHED. SEED DISTURBED

AREAS WITH MDOT MIX THV (TURF HEAVY SOIL) AT 220 LBS PER ACRE (5

LBS PER 1,000 SFT) IN ACCORDANCE WITH SECTION 816 AND AS

DIRECTED BY THE OWNER.

10. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL

MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN

PLACE, PERMANENT SITE STABILIZATION IS COMPLETE, AND THE SITE IS

FORMALLY CLOSED BY MDTMB. CARE SHALL BE TAKEN DURING

REMOVAL OF TEMPORARY MEASURES TO PREVENT SOIL EROSION AND

SEDIMENTATION.

11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL

NECESSARY PERMITS REQUIRED FOR CONSTRUCTION.

GENERAL CONSTRUCTION NOTES

NORTH

SCALE: 1" = 20'1

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TO US TURNPIKE RD

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Ex. Edge of Water

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Ex. Edge of Water

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Ex. Edge of Water

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Ex.Grass

SITE IMPROVEMENT KEY

REFERENCE NOTESSYMBOL DRAWING NUMBER

Know what's below.

before you dig.Call

DEMOLITION PLANS AND SECTIONS

PUMP STATION PLANS AND SECTIONS

PUMP STATION MISCELLANEOUS DETAILS

CMP OVERFLOW PROPOSED PLANS AND SECTIONS

ELECTRICAL DETAILS AND SCHEMATICS

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Ex. Pump Station

Ex. Aggregate Surface, 6"

Ex. Chain-link Fence, 3 Strand Barbed-wire, 6' High

Ex. 1:3 Slope, riprap over geotextile fabric.

field verify limits

Ex. 36" dia. CMP with grated end section, field verify

Ex. 36" dia. CMP with grated end section

Approx. waterline.

Field Verify

Not to Scale

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Ex. Edge of Water, (Field Verify)

CONSTRUCTION

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CONSTRUCTION

LIMITS

Existing Aggregate Surface, 6" depth

LEGEND

Existing Chain-link fence with 3 stranded barbed wire, 6' height

Ex. Clay Embankment (Assumed)

Existing CMP Pipe, 36" diameter

STABILIZE EX. SLOPE AT EACH NEW CANAL GATE:

OVER GEOTEXTILE LINER (MIN. 6 OZ./SYD)

RIPRAP PLAIN SHALL BE IN ACCORDANCE WITH MDOT SECTION 916

PLACE 15 SYD OF RIPRAP, PLAIN (MIN. IN-PLACE THICKNESS 8 INCHES)

CONSTRUCTION STAGING AREA

CONTRACTOR SHALL COORDINATE WITH

OWNER PRIOR TO CONSTRUCTION IF

ALTERNATE STAGING AREA(S) ARE PREFERRED

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SCALE IN FEET

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” ” 3/4”

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DRAWING NUMBER

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STRUCTURE

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PUMP REPLACEMENT AND CAUSEWAY REPAIR

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DTMB - POINTE MOUILLEE STATE GAME AREA

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MONROE COUNTY

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MICHIGAN

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EXIST 36" CMPCULVERT

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EXIST 36" CMP CULVERT

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EXIST BASE SLAB

EXIST 36" CMPCULVERT

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EXIST 36" CMPCULVERT

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EXIST 36" CMPCULVERT

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EXIST SLUICE GATE ASS'Y (TYP)

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DEMOLISH EXIST CONC WALL

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DEMOLISH EXIST PUMP ASS'Y

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WALL SAWCUT LINE

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SAWCUT LINE

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SAWCUT LINE

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EXIST SLUICE GATE TO REMAIN (TYP)

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DEMOLISH TOP OF EXIST CONC WALL

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EXIST SLUICE GATE ASS'Y (TYP)

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DEMOLISH EXIST STEEL FLOOR GRATING (TYP)

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SCALE:

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SECTION

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EL 560.10

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EL 580.0

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EL 565.60

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DEMOLISH EXIST CONC WALL

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DEMOLISH EXIST PUMP ASS'Y

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DEMOLISH EXIST STEEL FLOOR GRATING

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DEMOLISH TOP OF EXIST CONC WALL

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EXIST 36" CMP CULVERT

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EXIST SLUICE GATE (TYP)

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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SCALE:

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SECTION

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EL 560.10

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EL 580.0

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SAWCUT LINE

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DEMOLISH EXIST PUMP ASS'Y AND CONC WALL

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DEMOLISH EXIST STEEL FLOOR GRATING

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DEMOLISH TOP OF EXIST CONC WALL (TYP)

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APPROX EXIST FINISHED GRADE

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APPROX EXIST FINISHED GRADE

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DEMOLISH EXIST CONC WALL

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EXIST 36" CMPCULVERT (TYP)

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EXIST CONC STRUCTURE TO BE MAINTAINED

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CLEAN EXIST SURFACE, SEE NOTES (TYP)

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4" STRUT TO BEINSTALLED PRIOR TO BEGINNING DEMOLITION

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SCALE:

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DEMOLITION - TOP PLAN

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SCALE:

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DEMOLITION - PLAN AT EL 568.0

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EXIST 36" CMPCULVERT

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EXIST MANHOLE STEPS (TYP)

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EXIST 36" CMP CULVERT

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EXIST SLUICE GATE (TYP)

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DEMOLISH EXIST JIB CRANE

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DEMOLISH EXIST GRATING

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DEMOLISH EXIST JIB CRANE

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DEMOLISH EXIST STEEL FLOOR GRATING

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EXIST MANHOLE STEPS

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PROPOSED WALLS AND PLATFORM CONSTRUCTION

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PROPOSED WALLS AND PLATFORM CONSTRUCTION

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WALL SAWCUT LINE

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PROPOSED WALLS AND PLATFORM CONSTRUCTION

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MAX

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MAX

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EL 574.0

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EL 570.4

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SAWCUT LINE (TYP)

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EXIST CONC WALL (TYP)

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EXIST BASE SLAB

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4" STRUT TO BEINSTALLED PRIOR TO BEGINNING DEMOLITION

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TEMPORARY WALL BRACES

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TEMPORARY WALL BRACE (TYP)

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EL 574.0

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EL 570.4

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EXIST CONC WALL TO REMAIN

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EXIST BASE SLAB

AutoCAD SHX Text CONSTRUCTION CONSTRAINTS 1. THE EXISTING CONCRETE DIVISION WALL SHALL NOT BE DISTURBED THE EXISTING CONCRETE DIVISION WALL SHALL NOT BE DISTURBED UNTIL THE PROPOSED 14" THICK CONCRETE DIVERSION WALL IS CONSTRUCTED TO EL 574.0 AND ACHIEVED 4000 PSI MINIMUM COMPRESSIVE STRENGTH, STEEL STRUTS ASSEMBLY AND THE TEMPORARY STEEL WALL BRACE ARE INSTALLED, AND THE NON-SHRINK GROUT AT THE STRUT ASSEMBLY IS CONSTRUCTED AND ACHIEVED 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT BE PLACED ADJACENT HEAVY CONSTRUCTION EQUIPMENT SHALL NOT BE PLACED ADJACENT TO THE EXISTING STRUCTURE UNTIL THE PROPOSED CONCRETE DIVISION WALLS ARE CONSTRUCTED AND HAVE ACHIEVED THE REQUIRED COMPRESSIVE STRENGTH. EXISTING STRUCTURE VERIFICATIONS DETAILS AND DIMENSIONS SHOWN ON PLANS PERTAINING TO THE EXISTING STRUCTURE HAVE BEEN OBTAINED FROM EXISTING RECORD PLANS. CONSEQUENTLY, THEY ARE INDICATIVE OF THE EXISTING STRUCTURE AND PROPOSED WORK BUT THEY SHALL BE CONSIDERED TENTATIVE AND APPROXIMATE. THE CONTRACT BID SHALL BE BASED ON THE RECOGNITION OF THE UNCERTAINTIES DESCRIBED ABOVE. HOWEVER, ALL PROJECT WORK SHALL BE BASED UPON ACTUAL DETAILS AND DIMENSIONS WHICH HAVE BEEN FIELD VERIFIED BY THE CONTRACTOR. CONSTRUCTION SEQUENCE 1. BULKHEAD EXISTING CULVERTS OR INSTALL PROPOSED OUTFLOW BULKHEAD EXISTING CULVERTS OR INSTALL PROPOSED OUTFLOW GATES AND DEWATER THE EXISTING PUMP STATION. 2. DEMOLISH EXISTING JIB CRANE AND FLOOR GRATING. PROVIDE DEMOLISH EXISTING JIB CRANE AND FLOOR GRATING. PROVIDE SAFETY RAILING AROUND TOP OF THE STRUCTURE, AS REQUIRED. 3. REMOVE EXISTING SLUICE GATES FOR REFURBISHING. REMOVE EXISTING SLUICE GATES FOR REFURBISHING. 4. DEMOLISH EXISTING PUMP ASSEMBLIES. DEMOLISH EXISTING PUMP ASSEMBLIES. 5. CONSTRUCT THE PROPOSED 14 INCHES THICK DIVISION WALL CONSTRUCT THE PROPOSED 14 INCHES THICK DIVISION WALL UP TO EL. 574.0 6. CONSTRUCT THE PROPOSED STEEL STRUT ASSEMBLY AND CONSTRUCT THE PROPOSED STEEL STRUT ASSEMBLY AND TEMPORARY STEEL WALL BRACE. 7. AFTER THE CONCRETE DIVISION WALL AND THE NON-SHRINK AFTER THE CONCRETE DIVISION WALL AND THE NON-SHRINK GROUT, AT THE STRUT ASSEMBLY, ACHIEVE 4000 PSI MINIMUM COMPRESSIVE STRENGTH, DEMOLISH THE EXISTING CONCRETE DIVISION WALL FROM BASE SLAB AND UP TO EL. 570.4 AND FROM EL. 574.0 TO TOP OF WALL. 8. CONSTRUCT THE REMAINING PROPOSED DIVISION WALLS AND CONSTRUCT THE REMAINING PROPOSED DIVISION WALLS AND PLATFORM. COORDINATE WITH PUMP DETAILS FOR WALL AND PLATFORM OPENINGS DETAILS. 9. REMOVE TEMPORARY STEEL STRUTS/BRACE. REMOVE TEMPORARY STEEL STRUTS/BRACE.

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10. INSTALL PUMP ASSEMBLY. INSTALL PUMP ASSEMBLY. 11. AFTER CONCRETE DIVISION WALLS ACHIEVE 4000 PSI MINIMUM AFTER CONCRETE DIVISION WALLS ACHIEVE 4000 PSI MINIMUM COMPRESSIVE STRENGTH, REMOVE THE TEMPORARY WALL BRACE. 12. COMPLETE THE REMAINING PROPOSED WORK. COMPLETE THE REMAINING PROPOSED WORK. NOTES 1. THE STEEL STRUT ASSEMBLY SHALL BE HOT-DIPPED THE STEEL STRUT ASSEMBLY SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. FOR DETAILS, SEE SHEET 3. 2. THE TEMPORARY WALL BRACE SHALL COMPRISED OF 4-INCH THE TEMPORARY WALL BRACE SHALL COMPRISED OF 4-INCH DIAMETER EXTRA STRONG STEEL PIPE WITH 8” X 8” X 3/4” THICK CAP PLATE AT EACH END. EACH X 8” X 3/4” THICK CAP PLATE AT EACH END. EACH X 3/4” THICK CAP PLATE AT EACH END. EACH THICK CAP PLATE AT EACH END. EACH END OF THE LATERAL BRACE SHALL BE ANCHORED INTO THE EXISTING SIDE WALL WITH (4) - 5/8” DIAMETER DIAMETER ANCHORS. PROVIDE SHIM PLATES AT THE END OF THE PIPE BRACE TO ACHIEVE TIGHT FIT. THE PROPOSED WALL LATERAL BRACE SHALL BE CONSTRUCTED COMPLETE PRIOR TO DISTURBING THE EXISTING CONCRETE DIVISION WALL. 3. THE EXISTING CONCRETE WALL SURFACES IN CONTACT WITH THE THE EXISTING CONCRETE WALL SURFACES IN CONTACT WITH THE PROPOSED NON-SHRINK GROUT AT THE STEEL STRUT ASSEMBLY SHALL BE ROUGHENED AND THOROUGHLY CLEANED PRIOR TO GROUT CONSTRUCTION. 4. GROUT FOR STRUT ASSEMBLY SHALL BE READY-TO-USE GROUT FOR STRUT ASSEMBLY SHALL BE READY-TO-USE NON-SHRINK CEMENTITIOUS GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 5. REMOVE REINFORCING IN WALLS AND BASE SLAB AT REMOVE REINFORCING IN WALLS AND BASE SLAB AT DEMOLISHED DIVISION WALL 1 1/2" BEYOND CONCRETE SURFACE AND PATCH AREAS WITH CEMENTITIOUS REPAIR MORTAR.

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PERMANENT WALL BRACE

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PLAN AT EL 567.0

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

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TOP PLAN

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

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EXIST 36" CMP CULVERT

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EXIST SLUICE GATE (TYP)

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DRAWING NUMBER

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STRUCTURE

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PUMP REPLACEMENT AND CAUSEWAY REPAIR

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DTMB - POINTE MOUILLEE STATE GAME AREA

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MONROE COUNTY

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MICHIGAN

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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PLAN AT EL 577.0

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

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ALUM FIXED LADDER

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PUMP

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FLOOR GRATING

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TOP/TOP SLAB EL 580.0

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EXIST 36" CMP CULVERT INV 565.6

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ALUM LADDER

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SLUICE GATE ACTUATOR SUPPORT ASS'Y (TYP)

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TOP/BASE SLAB EL 560.1

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EXIST 36" CMP CULVERT INV 565.6

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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EXIST 36" CMP CULVERT

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BAR SCREEN (BELOW)

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BAR SCREEN

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STRUTS

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DIVISION WALL

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PUMP INTAKE

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EXIST SLUICE GATE ASS'Y (TYP)

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AutoCAD SHX Text W10x22

AutoCAD SHX Text C10x15.3

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EXIST GRATING EMBED FRAME (TYP)

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SCALE:

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SECTION

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AutoCAD SHX Text C10x15.3

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EL 575.0

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STRUT ASS'Y

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PUMP

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PUMP

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TOP/CONC SLAB EL 575.0

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MANHOLE STEPS

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EXIST SLUICE GATE (TYP)

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AutoCAD SHX Text 42"x42" ACCESS DOOR

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EXIST MANHOLE STEPS

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HINGE (TYP)

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EXIST 36" CMP CULVERT

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FIXED ALUM LADDER

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1 1/2" STEEL FLOOR GRATING

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DIVISION WALL

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MANHOLE STEPS

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SCALE:

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DETAIL

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TOP/WALL EL 580.0

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EL 575.0

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EXIST 36" CMP CULVERT

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#5@9" EACH WAY AND EACH FACE

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#5@9" EACH WAY AND EACH FACE

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OMIT WALL CHAMFER AT DIVISION WALL

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#4@9" TIES

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EXIST CONC WALL

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#6@8" EACH WAY, TOP AND BOTTOM

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TOP/8" DIVISION WALL

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12" WALL W/ #5@9" EACH WAY & EACH FACE

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EMBEDDED STEEL ANGLE W/ WELDED STUDS (TYP)

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3/8" SUPPORT BRACKET (TYP)

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ALUM FIXED LADDER

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PUMP

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MANHOLE STEPS @1'-0" (TYP)

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BAR SCREEN

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EXIST MANHOLE STEPS

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(TYP)

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HINGE (TYP)

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EXIST GRATING EMBED FRAME (TYP)

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PUMP

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ANCHOR SIDE RAIL INTO TOP OF WALL W/ ADHESIVE ANCHOR (TYP)

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STRUTS

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(TYP)

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EXIST 36" CMP CULVERT

AutoCAD SHX Text NOTES: 1. CAST-IN-PLACE CONCRETE CAST-IN-PLACE CONCRETE a. REINFORCED CONCRETE SHALL COMPLY WITH ACI 318. REINFORCED CONCRETE SHALL COMPLY WITH ACI 318. b. MINIMUM CONCRETE 28-DAY COMPRESSIVE STRENGTH SHALL BE 5000 PSI. MINIMUM CONCRETE 28-DAY COMPRESSIVE STRENGTH SHALL BE 5000 PSI. c. REINFORCING STEEL SHALL BE NEW BILLET STEEL ASTM A615, GRADE 60. REINFORCING STEEL SHALL BE NEW BILLET STEEL ASTM A615, GRADE 60. d. REINFORCING STEEL FABRICATION SHALL BE IN COMPLIANCE WITH CRSI REINFORCING STEEL FABRICATION SHALL BE IN COMPLIANCE WITH CRSI MANUAL OF STANDARD PRACTICE. 2. ALL STEEL BEAMS, STRUT ASSEMBLY, STEEL FLOOR GRATING, AND NY OTHER ALL STEEL BEAMS, STRUT ASSEMBLY, STEEL FLOOR GRATING, AND NY OTHER PERMANENT CARBON STEEL ELEMENTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 3. FLOOR GRATING: SHALL COMPRISED OF 1 1/2” X 3/16” @ 19/16” ON FLOOR GRATING: SHALL COMPRISED OF 1 1/2” X 3/16” @ 19/16” ON X 3/16” @ 19/16” ON @ 19/16” ON ON CENTERS STEEL BEARING BARS. PROVIDE 42” X 42” ACCESS FLOOR DOORS X 42” ACCESS FLOOR DOORS ACCESS FLOOR DOORS WITH HINGES AND LOCKS. PROVIDE STEEL FRAME ANGLES WITH WELDED ANCHORS, FOR GRATING SUPPORT, IN THE PROPOSED DIVISION WALLS. ANGLES SHALL BE CAST INTO THE PROPOSED CONCRETE WALLS. THE STEEL GRATING SHALL BE GALVANIZED AND SHALL BE ANCHORED INTO THE SUPPORTING STEEL ANGLES IN ACCORDANCE WITH THE MANUFACTURER WRITTEN INSTRUCTIONS. THE FLOOR GRATING SHALL BE DETAILED TO MEET THE EXISTING STRUCTURE CONDITIONS. 4. PROVIDE BOXOUT IN THE DIVISION WALL AND PLATFORM TO MEET THE PROVIDE BOXOUT IN THE DIVISION WALL AND PLATFORM TO MEET THE FURNISHED PUMP REQUIREMENTS. 5. BAR SCREEN ASSEMBLY SHALL BE STAINLESS STEEL TYPE 316L. BAR SCREEN ASSEMBLY SHALL BE STAINLESS STEEL TYPE 316L. 6. THE EXISTING SLUICE GATES SHALL BE REFURBISHED TO ENSURE LONGEVITY THE EXISTING SLUICE GATES SHALL BE REFURBISHED TO ENSURE LONGEVITY AND WATER TIGHTNESS. 7. ANCHORS SHALL BE STAINLESS STEEL AND SHALL BE SUPPLIED WITH ANCHORS SHALL BE STAINLESS STEEL AND SHALL BE SUPPLIED WITH STAINLESS STEEL NUTS, WASHERS AND EPOXY ADHESIVE. THE EPOXY ADHESIVE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER WRITTEN INSTRUCTIONS.

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1 1/2" STEEL FLOOR GRATING

AutoCAD SHX Text CODED NOTES: 1. REMOVE 1.5 INCHES DEEP OF THE EXISTING CONCRETE WALL SURFACE AT REMOVE 1.5 INCHES DEEP OF THE EXISTING CONCRETE WALL SURFACE AT THE PROPOSED WALL. DO NOT DAMAGE THE EXISTING WALL REINFORCING. 2. REMOVE 1.5 INCHES DEEP OF TOP OF THE EXISTING CONCRETE BASE SLAB REMOVE 1.5 INCHES DEEP OF TOP OF THE EXISTING CONCRETE BASE SLAB SURFACE AT THE PROPOSED WALL. DO NOT DAMAGE THE EXISTING WALL REINFORCING. 3. ROUGHEN AND CLEAN EXISTING CONCRETE WALL SURFACE AT THE PROPOSED ROUGHEN AND CLEAN EXISTING CONCRETE WALL SURFACE AT THE PROPOSED STRUT ASSEMBLY PRIOR TO NON-SHRINK GROUT CONSTRUCTION. 4. ANCHOR STEEL BEAM CHANNEL INTO THE EXISTING CONCRETE WALL ANCHOR STEEL BEAM CHANNEL INTO THE EXISTING CONCRETE WALL USING (2) 3/4” DIAMETER AT 6” STAINLESS STEEL ANCHORS WITH EPOXY DIAMETER AT 6” STAINLESS STEEL ANCHORS WITH EPOXY STAINLESS STEEL ANCHORS WITH EPOXY ADHESIVE. ANCHORS SHALL BE EMBEDDED 8 INCHES MINIMUM INTO THE CONCRETE STRUCTURE.

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EL 569.10

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AutoCAD SHX Text W10x22

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SEE NOTE A

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ADD'L #6 TOP & BOT AT OPENING (TYP)

AutoCAD SHX Text ADD'L #5x4'-0" TOP & BOT CORNER AT OPENING (TYP)

NOTE A: PROVIDE ADDITIONAL BARS AT PIPE OPENING IN WALL SIMILAR TO DETAIL AT BASE SLAB

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DRAWING NUMBER

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STRUCTURE

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PUMP REPLACEMENT AND CAUSEWAY REPAIR

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DTMB - POINTE MOUILLEE STATE GAME AREA

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MONROE COUNTY

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MICHIGAN

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SCALE:

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SECTION

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SCALE:

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BAR SCREEN ELEVATION (316L STAINLESS STEEL)

AutoCAD SHX Text 1/2"=1'-0"

AutoCAD SHX Text 3/8"x3 1/2" @6" BARS

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3- 3/4" @2'-0"ANCHOR W/ EPOXY ADHESIVE

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SCALE:

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SECTION

AutoCAD SHX Text 1/2"=1'-0"

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SCALE:

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SECTION

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PUMP

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STRUCTURE & AXIS OF SYMMETRY

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TOP/PLAFORM EL 575.0

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TOP/EXIST BASE SLAB EL 560.10

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EXIST WALL

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WALL

AutoCAD SHX Text 4x4x3/8", 3'-8" LONG

AutoCAD SHX Text 8- 3/8"x3 1/2" @6" BARS

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6- 3/4" @18"CONTINUOUS BARS

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WELD 3/4" BARTO MAIN BAR (TYP)

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EXIST CONC WALL

AutoCAD SHX Text 4x4x3/8", 3'-8" LONG

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3- 3/4" @2'-0"ANCHORS W/ EPOXY ADHESIVE

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DIVISION WALL

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3/4" @18"BARS

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3- 3/4" @2'-0"ANCHORS W/ EPOXY ADHESIVE

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(TYP)

AutoCAD SHX Text 3/16"

AutoCAD SHX Text 2"

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TYP AT TOP & BOT ANGLES

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2'-0" LAP

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CLR

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#5@6" EACH WAY

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#5@6" DOWELS W/ EPOXY ADHESIVE

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3/4" CHAMFER (TYP)

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#5@9" EACH WAY AND EACH FACE

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2'-0" LAP

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#6@8" EACH WAY TOP AND BOTTOM

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#6@8" DWLS W/ EPOXY ADHESIVE (TYP)

AutoCAD SHX Text MC8x20

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FILL W/ NON-STICK GROUT (TYP)

AutoCAD SHX Text MC8x20

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(TYP)

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(2) 5/8" @4"ANCHORS W/ EPOXY ADHESIVE

AutoCAD SHX Text 1/4

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TYP

AutoCAD SHX Text 1/4

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TYP

AutoCAD SHX Text 5/8"x7"x7" (TYP)

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4" EXTRASTRONG PIPE

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3/8" CAP PLATE (TYP)

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SCALE:

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FIXED LADDER PLAN

AutoCAD SHX Text 1"=1'-0"

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3/4" CHAMFER (TYP)

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#5@6" EACH WAY

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2'-0" MIN LAP

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#5@6" DOWELS

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4'-6" (TYP)

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(TYP)

MC8x20, 5'-0" LONG

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4" EXTRASTRONG PIPE (TYP)

AutoCAD SHX Text MC8x20, 5'-0" LONG

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EXIST CONC WALL

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EXIST CONC WALL (TYP)

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3/8" CAP PLATE W/ SEAL WELD (TYP)

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SCALE:

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PERMANENT ELEVATION- STRUT ASSEMBLY

AutoCAD SHX Text 3/4"=1'-0"

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EXIST BASE SLAB

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(2) 5/8" @1'-6" ANCHORSW/ NUTS, WASHERS AND EPOXY ADHESIVE

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SCALE:

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SECTION

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#5@9" EACH WAY AND EACH FACE

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12" & 8" DIVISION WALLS

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(TYP)

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EXIST DIVISION WALL

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2'-0" MIN LAP (TYP)

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#6@8" EACH WAY & EACH FACE

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#6@8" EACH FACE DOWELS W/ EPOXY ADHESIVE

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#6@8" EACH FACE DOWELS

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ALUM LADDER ASSEMBLY

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CONC WALL

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1" @12" DEFORMEDBAR RUNGS WELDED INTO SIDE RAILS

AutoCAD SHX Text ALUMINUM BENT BAR 3"x3/8" SUPPORT BRACKET AT MAX 48" CENTERS

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3/4" STAINLESSSTEEL ANCHORS W/ ADHESIVE

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CLEAR

AutoCAD SHX Text ALUMINUM BAR 2-1/2"x1/2" LADDER SIDE RAILS PUNCH TO RECEIVE RUNGS

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APPLY BITUMINOUS COATING TO BRACKET (TYP)

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STRUCTURE & AXIS OF SYMMETRY

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STRUT ASS'Y

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EXIST BASE SLAB

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SCALE:

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PLAN- STRUT ASSEMBLY

AutoCAD SHX Text 1 1/2"=1'-0"

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STRUT ASS'Y

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STRUT

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TIGHTEN ANCHOR AFTER GROUT ACHIEVES REQUIRED STRENGTH (TYP)

C T N U M B E R

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DRAWING NUMBER

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STRUCTURE

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PUMP REPLACEMENT AND CAUSEWAY REPAIR

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DTMB - POINTE MOUILLEE STATE GAME AREA

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MONROE COUNTY

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MICHIGAN

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OF EXISTING CULVERT AND BAR SECTION

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EXIST 36" CMPCULVERT

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SCALE:

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DEMOLITION PLAN

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SCALE:

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PLAN

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PRECAST CONC HEADWALL

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EXIST 36" CMPCULVERT

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CANAL GATE

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BAR SCREEN ASSEMBLY, SEE DETAIL THIS SHEET

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SCALE:

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SECTION

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BAR SCREEN ASSEMBLY

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EXIST 36" CMPCULVERT

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42" BOXOUT

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RIPRAP

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CANAL GATE

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#5@9" EACH WAY IN SLAB

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#5@9" MAX EACH FACE AND EACH WAY SEE NOTES

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#5 EACH FACE (TYP)

AutoCAD SHX Text 5'-10"

AutoCAD SHX Text 5'-4"

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HOLES

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HOLES

AutoCAD SHX Text 3/8"x3" BAR

AutoCAD SHX Text 1 1/2

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TYPICAL

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AT ANGLE

AutoCAD SHX Text 3 1/2"x3 1/2"x3/8"

AutoCAD SHX Text 3/8"x3" BAR

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6- 1" @9" BARS

AutoCAD SHX Text 3 1/2"x3 1/2"x3/8"

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6- 1" @9" BARS

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WELD BARS AT

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INTERSECTION

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(TYP)

AutoCAD SHX Text 1 1/2

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TYPICAL

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AT PLATE

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PROVIDE ADDITIONAL #5

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EACH FACE TOP ALONG

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SLOPED SECTION (TYP)

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#5@9" EACH WAY

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IN SLAB W/ STD

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HOOKS EACH END

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#5@9" BARS EACH WAY

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AND EACH FACE. TYPICAL

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ALL WALLS

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EXIST 36"

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CMP CULVERT

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CANAL GATE

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COMPACTED GRANULAR FILL

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3/4" HOLE FOR

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1/2" ANCHOR

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(TYP)

AutoCAD SHX Text 12 1/2"

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(TYP)

AutoCAD SHX Text PROVIDE 4"x4"x5/8"

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SHIM AND SEAL WELD

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TO 3/8" BAR

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(TYP 4 PLACES)

AutoCAD SHX Text 9 1/2"

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#5@9" EACH WAY AND EACH FACE (TYP)

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#5@9" EACH WAY

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ANCHORS & WALL (TYP)

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1/2" @18" MAXANCHORS W/ ADHESIVE (TYP)

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COMPACTED GRANULAR FILL

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SEE NOTES

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SCALE:

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ENDWALL ELEVATION

AutoCAD SHX Text 3/4"=1'-0"

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FILL ANNULAR SPACE W/ NON-SHRINK GROUT

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CLR (TYP)

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6" COMPACTED #57 STONE BASE

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CLR

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(TYP)

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5- 1/2" @18"ANCHORS W/ NUTS, WASHERS AND EPOXY ADHESIVE

AutoCAD SHX Text 1/8

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ANGLE TO

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BAR (TYP)

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SLOPE

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SLOPE

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AutoCAD SHX Text NOTES: 1. PROVIDE TEMPORARY EXCAVATION SUPPORT SYSTEM AND/OR PROVIDE TEMPORARY EXCAVATION SUPPORT SYSTEM AND/OR COFFERDAM, AS REQUIRED, TO CONSTRUCT THE PROPOSED HEADWALL ASSEMBLY. 2. CONCRETE FOR HEADWALL SHALL HAVE A MINIMUM 28-DAY CONCRETE FOR HEADWALL SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5000 PSI AND SHALL HAVE AN AIR CONTENT OF 6% ± 1.5%. 3. BAR SCREEN ASSEMBLY SHALL BE A36 CARBON STEEL AND BAR SCREEN ASSEMBLY SHALL BE A36 CARBON STEEL AND SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. ALL BARS SHALL BE SMOOTH TYPE AND SHALL BE WELDED TO THE SUPPORTING ANGLES AND PLATES, AND AT BAR CROSSINGS. 4. ANCHORS SHALL BE STAINLESS STEEL AND SHALL BE SUPPLIED ANCHORS SHALL BE STAINLESS STEEL AND SHALL BE SUPPLIED WITH STAINLESS STEEL NUTS, WASHERS AND EPOXY ADHESIVE. THE EPOXY ADHESIVE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER WRITTEN INSTRUCTIONS. 5. CANAL GATES SHALL BE SIZE 36 INCHES AND TYPE C-10 AS CANAL GATES SHALL BE SIZE 36 INCHES AND TYPE C-10 AS MANUFACTURED BY WATERMAN INDUSTRIES OR APPROVED EQUAL. THE CANAL GATES SHALL BE INSTALLED PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. WALL OPENING IN THE PRECAST CONCRETE HEADWALL SHALL BE WALL OPENING IN THE PRECAST CONCRETE HEADWALL SHALL BE REVISED, IF REQUIRED, TO SUIT THE APPROVED GATE. 7. BOX OUT IN THE HEADWALL SHALL BE DETAILED TO BOX OUT IN THE HEADWALL SHALL BE DETAILED TO ACCOMMODATE THE EXISTING 36” CMP CULVERT AND THE CMP CULVERT AND THE PROPOSED CANAL GATE. FIELD VERIFY THE EXISTING CULVERT CONDITION AND COORDINATE WITH THE CANAL GATE MANUFACTURER REQUIREMENTS PRIOR TO HEADWALL CONSTRUCTION. 8. FILL THE ANNULAR SPACE BETWEEN THE CMP CULVERT AND THE FILL THE ANNULAR SPACE BETWEEN THE CMP CULVERT AND THE BOX OUT WITH NON-SHRINK GROUT. THE NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 9. A TOTAL OF SIX (6) HEADWALL ASSEMBLIES WITH CANAL GATES A TOTAL OF SIX (6) HEADWALL ASSEMBLIES WITH CANAL GATES ARE REQUIRED.

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SCALE:

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BAR SCREEN DETAIL

AutoCAD SHX Text 3/4"=1'-0"

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SCALE:

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PLAN - REINFORCING DETAIL

3/4"=1'-0"

Sheets and Views

6671 CS - Cover Sheet

6671_1 - SCHEMATIC PUMP STATION SITE PLAN

6671_ 2 - DEMOLITION PLANS AND SECTIONS

6671_3 - PUMP STATION PLANS AND SECTIONS

6671_4 - PUMP STATION MISCELLANEOUS DETAILS

6671_5 - CMP OUTFLOW PROPOSED PLANS AND SECTIONS

6671_6 - PROPOSED

6671_7 - PROPOSED

6671_8 - SCHEMATIC SESC PLAN

6671_9 - SESC KEY, SCHED & NOTES

6671_10 - SESC SPECIFICATIONS -1

6671_11 - SESC SPECIFICATIONS - 2

File details come from the government source that posted it. Updated Mar 12, 2026.