Cedar Drawings Final_2023_03_27.pdf

PDF 2 MB Posted Oct 19, 2023

Attached to: 751/23148. GAG; Cedar Campground Septic Tank Replacement
Solicitation number: RFQ - 171 - 230000000812
Issued by: Grand Traverse County, Lowell City, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of drawings and project details for the Cedar Campground Septic Tank Replacement project at Ludington State Park in Mason County, Michigan. The project involves the removal and disposal of existing septic tanks and dosing station, and the installation of new 3,320-gallon single compartment septic tanks, a 6,000-gallon dosing tank, and associated piping, valves, and controls. Prior to construction, the contractor must attend a pre-construction meeting. The project is being managed by the Michigan Department of Technology, Management and Budget (DTMB) State Facilities Administration Design and Construction Division.

The project has various technical requirements, including specifications for the septic tanks, dosing tank, pumps, controls, and piping. The contractor is responsible for locating and maintaining the integrity of existing private utilities owned and operated by Ludington State Park. The project must also comply with applicable soil erosion and sedimentation control regulations. Funding and approval for the project is provided by the State of Michigan.

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Other files

File	Type	Posted
DC Spec Cedar Campground.pdf	PDF	Oct 19, 2023
Bid Advertisement - Ludington SP Cedar CG Septic Tanks 751-23148-GAG 230926.pdf	PDF	Oct 19, 2023
Addendum 1 23148.pdf	PDF	Oct 19, 2023

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LUDINGTON STATE PARK

MASON COUNTY, MICHIGAN

CEDAR CAMPGROUND SEPTIC TANK REPLACEMENT

FILE No. 751/23148.GAG INDEX No. 5124

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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RATH RD.

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SUGAR GROVE RD.

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EHLER RD.

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LINCOLN RD.

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LINCOLN RD.

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FOUNTAIN RD.

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VICTORY DR.

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DEWEY RD.

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SHERMAN RD.

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SHERMAN RD.

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JEBAVY RD.

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BEAUNE RD.

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ANGLING RD.

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HAMLIN LAKE

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NORTH BAYOU

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MIDDLE

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BAYOU

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SOUTH

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BAYOU

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LOST

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LAKE

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MASON COUNTY

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AIRPORT

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LINCOLN LAKE

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LINCOLN RIVER

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LUDINGTON

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FISHER RD.

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HAMLIN

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LAKE

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AMBER RD.

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PINEY RIDGE RD.

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BIG

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SABLE

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POINT

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LUDINGTON

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STATE

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PARK

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PINES CAMPGROUND

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CEDAR CAMPGROUND

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BEECHWOOD CAMPGROUND

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CONTACT STATION

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N. LAKESHORE DRIVE

AutoCAD SHX Text UTILITY LOCATIONS ARE DERIVED FROM ACTUAL MEASUREMENTS OR AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THIS AREA.

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PROJECT NO.

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DESCRIPTION

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COVER SHEET

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SITE PLAN

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PROJECT DETAILS

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UTILITIES

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SANITARY/WATER/STORM SEWER/PROPANE

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LUDINGTON STATE PARK

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LUDINGTON, MI 49431

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ELECTRIC

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5035 W. PROGRESS DRIVE

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LUDINGTON, MI 49431

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PHONE : (231) 843-3190

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CONSUMERS ENERGY

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PHONE : (231) 843-2423

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ATTN : ROBERT KNUDSON

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TELEPHONE

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MUSKEGON, MI 49440

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FRONTIER

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860 TERRACE ST.

AutoCAD SHX Text THIS CONTRACT CONSISTS OF REMOVAL AND DISPOSAL OF EXISTING SEPTIC TANKS AND DOSING STATION AND INSTALLATION OF NEW SEPTIC TANKS AND DOSING STATION IN THE CEDAR CAMPGROUND, AND ALL ASSOCIATED RESTORATION AND APPURTENANCES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ATTEND A PRE-CONSTRUCTION MEETING AT A TIME AND PLACE AS ARRANGED BY ENGINEER. THE CONTRACTOR SHALL DESIGNATE A REPRESENTATIVE CAPABLE OF, AND AUTHORIZED TO COMMUNICATE WITH THE OWNER AND REPRESENTATIVE(S) RELATIVE TO THE WORK QUALITY AND SCHEDULING.

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PHONE: (231) 727-1642

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ATTN : JIM GALLIE, PARK MANAGER

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JAN MILLER, DTMB PROJECT DIRECTOR

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DTMB AND MDNR CONTACTS

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ANNAMARIE BAUER, DISTRICT PLANNER

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ATTN : CHRIS BEISEL

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GENERAL PLAN NOTES

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VICINITY MAP

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(LUDINGTON STATE PARK)

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SCALE : NONE

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SOURCE : MIRIS

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PROJECT LOCATION

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DAN ADAMS, PARK SUPERVISOR

AutoCAD SHX Text IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE/PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHAEOLOGICAL MATERIALS ARE DEFINED AS: VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTER, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL, AND EARLY STATEHOOD PERIODS. EXTREME CARE SHOULD BE TAKEN TO AVOID DAMAGE TO TREES INCLUDING SEEDLINGS AND SAPLINGS. NO DAMAGE IS ACCEPTABLE TO EXISTING TREES WITHIN THE PARK (DEFINED AS BREAKING OF THE BARK, BROKEN TOPS OR BENDING OF TREES FROM THEIR NATURAL POSITION). ALL TREES INCURRING BARK DAMAGE SHALL BE ADDRESSED BY THE CONTRACTOR BY REMOVING THE DAMAGED BARK WITH A NEAT, CLEAN CUT TO A POINT WHERE THE BARK IS UNDAMAGED. ALL BROKEN TREE LIMBS SHALL BE NEATLY TRIMMED AT A BRANCH JOINT OR AT THE TRUNK OF THE TREE. DAMAGED TREE ROOTS SHALL BE NEATLY TRIMMED PRIOR TO BACKFILL.

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LIMITS OF EXCAVATION

AutoCAD SHX Text EXISTING UTILITIES TO BE LOCATED AS PART OF THE MISS-DIG SYSTEM INCLUDE PRIMARY ELECTRIC (CONSUMERS ENERGY) AND TELEPHONE (FRONTIER). ADDITIONAL UTILITIES INCLUDE PRIVATE ADDITIONAL UTILITIES INCLUDE PRIVATE UTILITIES OWNED AND OPERATED BY LUDINGTON STATE PARK. THESE INCLUDE BUT ARE NOT THESE INCLUDE BUT ARE NOT LIMITED TO ELECTRIC, TELEPHONE, GAS (PROPANE), SEPTIC AND DRAIN FIELD, FORCE MAIN, STORM AND OTHER LINES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE EXISTING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE EXISTING PRIVATE UTILITIES AND MAINTAIN THE INTEGRITY OF THE EXISTING UTILITIES. DAMAGE TO EXISTING DAMAGE TO EXISTING UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE UTILITY OWNER AND REPAIRED AT CONTRACTOR'S EXPENSE.

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UTILITY NOTE

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KEVIN SWYGERT, PARK MAINTENANCE

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HAMLIN TOWNSHIP, MASON COUNTY, MICHIGAN

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SOIL EROSION AND SEDIMENTATION CONTROL NOTES

AutoCAD SHX Text SHADED AREA REPRESENTS PART 353 CRITICAL DUNE AREA (MDEQ GEOLOGICAL SURVEY DIVISION, 1996)

AutoCAD SHX Text DIGITAL FORM OF MAPS USED IN "DESIGNATED AND CRITICAL SAND DUNE AREAS" PAMPHLET. PUBLISHED BY GEOLOGICAL SURVEY DIVISION IN 1996. THESE ARE THE SAME AREAS REPRESENTED IN THE "ATLAS OF CRITICAL DUNES", WHICH WAS PUBLISED IN FEBRUARY 1989 AND IS REFERENCED IN PART 353, SAND DUNE PROTECTION AND MANAGEMENT, OF THE NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT, 1994 PA 451, AS AMENDED (NREPA)

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1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION. 3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN "SESC IMPLEMENTATION PLAN", WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN "AUTHORIZATION TO PROCEED WITH EARTH CHANGE", WHICH IS TO BE POSTED AT THE JOBSITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL ENFORCING AGENCY. 5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES. 10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. 12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION AND SEDIMENTATION. 14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER. THE CONTRACTOR IS RESPONSIBLE TO CONTROL THE DUST IN THE CONSTRUCTION AREA DURING THE LENGTH OF THE CONTRACT. THIS DUST CONTROL SHALL BE ACCOMPLISHED BY THE APPLICATION OF DUST CONTROL MATERIALS AND METHODS OF APPLICATION WHICH ARE IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE MDNR. SUCH DUST CONTROL MEASURES SHALL BE APPLIED AS OFTEN AS NECESSARY TO CONTROL THE DUST. ALL MUD/DIRT TRACKED ONTO PAVED STREETS, DRIVEWAYS, OR PARKING AREAS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. DEWATERING OPERATIONS NECESSARY FOR INSTALLATION OF THE UTILITIES WILL BE REQUIRED TO INCLUDE A FILTER SOCK ON THE DEWATERING DISCHARGE. DEWATERING DISCHARGE SHALL NOT BE PERMITTED TO FLOW UNFILTERED FROM THE CONSTRUCTION SITE AND SHALL NOT CAUSE EROSION.

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STATE LOCATION MAP

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OCEANA

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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SHEET NO.

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PROJECT NO.

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DATE

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NO.

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STAFF

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MAR. '23

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MAR. '23

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MASON COUNTY, MICHIGAN

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LUDINGTON STATE PARK

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CEDAR CAMPGROUND SEPTIC TANK REPLACEMENT

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S.T. = SEPTIC TANK

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D.C. = DOSING CHAMBER

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V.C. = VALVE CHAMBER

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Z = ZONE

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= EXIST. CONTOUR

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= PROP. CONTOUR

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SCALE: 1" = 30' (CONTOURS AT 1' INTERVALS)

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ABBREVIATIONS

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SITE PLAN

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1. CONTROL PANEL SHALL BE A MVP SERIES, CUSTOM PANEL. CONTROL PANEL SHALL BE A MVP SERIES, CUSTOM PANEL. MINIMUM REQUIREMENTS SHALL INCLUDE : * PROGRAMMABLE TIMER WITH THE ABILITY TO ADJUST THE RUN TIME OF THE PUMP AND THE DELAY TIME BETWEEN OFF * REDUNDANT OFF AND TRIGGER AND ALARM * CURRENT SENSOR TO DETECT A PUMP RUN FAIL AND TRIGGER AN ALARM * ALARM LIGHT AND SIREN * SILENCE ALARM BUTTON 2. SYSTEM SHALL RUN BY FOUR FLOATS. SYSTEM SHALL RUN BY FOUR FLOATS. FLOAT 1, LOWEST FLOAT, REDUNDANT OFF – THIS FLOAT SHALL SHUT THIS FLOAT SHALL SHUT OFF ANY AND ALL PUMPS AND TRIGGER AN ALARM. ANY AND ALL PUMPS AND TRIGGER AN ALARM. ALL PUMPS AND TRIGGER AN ALARM. FLOAT 2, TIMER ENABLE ON/OFF – THIS FLOAT SHALL TURN THE THIS FLOAT SHALL TURN THE PUMPS ON IN AN ALTERNATING PATTERN AND RUN THE PUMPS WITH THE REQUIRED ON TIME AND DELAY TIME. FLOAT 3, TIMER OVER-RIDE – THIS FLOAT SHALL OVER-RIDE THE THIS FLOAT SHALL OVER-RIDE THE TIMER AND TURN THE PUMPS ON IN AN ALTERNATING PATTERN. DUE TO THE SYSTEM BEING SEGMENTED INTO ZONES, THE FIRST PUMP SHALL TURN ON AND RUN ITS PROGRAMMED RUN TIME (I.E. 112 SECONDS). THE PUMP SHALL THEN TURN OFF TO ALLOW FOR THE DISTRIBUTION VALVE TO SWITCH ZONES. THERE SHALL BE A DELAY OF 2 MINUTES AND THEN THE SECOND PUMP SHALL TURN ON AND RUN ITS PROGRAMMED RUN TIME (I.E. 112 SECONDS). THE PUMP SHALL THEN TURN OFF TO ALLOW FOR THE DISTRIBUTION VALVE TO SWITCH ZONES. THERE SHALL BE A DELAY OF 2 MINUTES AND SWITCH TO THE NEXT PUMP IN THE SERIES AND REPEAT THE PROCESS UNTIL THE WATER LEVEL LOWERS THE FLOAT TO THE OFF POSITION. THE RUN TIME AND DELAY TIME FOR THE TIMER OVERRIDE SHALL BE ADJUSTABLE IN THE FIELD. FLOAT 4, HIGH WATER ALARM.

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CONTROL PANEL & FLOAT NOTES

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PROP. 3320 GALLON SINGLE COMPARTMENT SEPTIC TANK

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CEDAR RESTROOM BUILDING

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PROP. DOSING TANK (6000 GALLON), INSTALL BIOTUBE, PUMP VAULT AND (2) PUMPS,

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REMOVE AND DISPOSE OF EX. DOSING TANK, CONTROLS, VALVE VAULT AND SEPTIC TANKS

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PROP. VALVE VAULT

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584.27 (101")

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583.10 (87" F.V.)

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582.77 (83")

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582.52 (80")

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583.10 (87")

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578.85 (36")

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578.68 (34")

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AutoCAD SHX Text DOSING TANK No.

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DOSING TANK SCHEDULE

AutoCAD SHX Text NOTE : ELEVATIONS ARE BASED ON THE DIMENSIONS OF A 6,000 GALLON ELEVATIONS ARE BASED ON THE DIMENSIONS OF A 6,000 GALLON TANK FROM ADVANCE CONCRETE PRODUCTS.

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582.50 (82")

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2" DRAIN LINE

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BOTTOM ELEVATION (FEET) - INTERIOR OF TANK

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TIMER ENABLE (ON/OFF) (FEET)

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FM DISCHARGE ELEV. (FEET) - INVERT

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TIMER OVERRIDE (FEET)

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INLET ELEVATION (FEET) - INVERT

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GROUND ELEVATION (FEET)

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DOSE CHAMBER HATCH SIZE (DIAMETER INCHES)

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MOTOR SPEED (RPM)

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TDH (FEET)

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PUMP CAPACITY (GPM)

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FORCE MAIN DIAMETER (INCHES)

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PUMP DISCHARGE (DIA.) (INCHES)

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LOW ALARM / REDUNDANT OFF (FEET)

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- V MOTOR

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"OFF" TIME (MINUTES)

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RUN TIME (SECONDS)

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HIGH WATER ALARM (FEET)

AutoCAD SHX Text AVAILABLE POWER AT THE STATION IS SINGLE PHASE, 230 VOLTAGE. * PANEL SHALL BE FOR 2 PUMPS, DUPLEX STATION, ALTERNATING PUMPS WITH ONE (1) PUMP PER CYCLE. PANELS SHALL INCLUDE INTRINSICALLY SAFE RELAY, PROGRAMMABLE TIMER & PROGRAMMABLE TIMER FOR OVERRIDE SETTINGS, REDUNDANT OFF, CURRENT SENSOR, REMOTE ALARM CONTACT, TEST SWITCH, HEATER, ELAPSED TIME METER COUNTER, PUMP RUN LIGHT, POWER LIGHT, AND SURGE ARRESTOR.

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MAJOR PARTS LIST

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QTY

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CONTROL PANEL

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DISTRIBUTION VALVE

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FLOW METER

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PUMP

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ITEM

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MODEL #

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MVP - DAX-2-IR-PT-RO-CS-RA-TS-HT-PRL-PL-SA

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EXISTING

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PF50101220

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EFFLUENT FILTER

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BIOTUBE

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AutoCAD SHX Text ZABEL A100 (12" x 36")

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PVU102-24-19-L

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1. INSIDE PUMP CHAMBER : 2.0" 2. DOSE CHAMBER TO VALVE VAULT : 2.0" 3. VALVE VAULT TO DISTRIBUTION VALVE : 2.0" & 3.0" VALVE VAULT TO DISTRIBUTION VALVE : 2.0" & 3.0" (TRANSITIONS WITH EXISTING FORCE MAIN)

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PIPE SIZING NOTES

AutoCAD SHX Text CONTROL POINT COORDINATES SHOWN ARE MICHIGAN STATE PLANE GRID COORDINATES (NAD 83) CENTRAL ZONE, INTERNATIONAL FEET. PLAN DISTANCES SHOWN ARE GRID DISTANCES. ELEVATIONS SHOWN ARE NAVD 88.

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PROJECT DATUM INFORMATION

AutoCAD SHX Text EXISTING UTILITIES TO BE LOCATED AS PART OF THE MISS-DIG SYSTEM INCLUDE PRIMARY ELECTRIC (CONSUMERS ENERGY) AND TELEPHONE (FRONTIER). ADDITIONAL UTILITIES INCLUDE PRIVATE UTILITIES ADDITIONAL UTILITIES INCLUDE PRIVATE UTILITIES OWNED AND OPERATED BY LUDINGTON STATE PARK. THESE INCLUDE BUT ARE NOT LIMITED TO ELECTRIC, THESE INCLUDE BUT ARE NOT LIMITED TO ELECTRIC, TELEPHONE, GAS(PROPANE), SEPTIC AND DRAIN FIELD, FORCE MAIN, STORM AND OTHER LINES. IT IS THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE EXISTING PRIVATE UTILITIES AND MAINTAIN THE INTEGRITY OF THE EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES SHALL BE IMMEDIATELY REPORTED DAMAGE TO EXISTING UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE UTILITY OWNER AND REPAIRED AT CONTRACTOR'S EXPENSE. EXISTING UTILITY PLANS WILL BE EXISTING UTILITY PLANS WILL BE REVIEWED AT THE PRE-BID MEETING AND MADE AVAILABLE TO THE SELECTED CONTRACTOR.

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UTILITY NOTE

2" DRAIN LINE

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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SHEET NO.

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PROJECT NO.

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DATE

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CHECKED

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DATE

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DRAWN

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DATE

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NO.

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STAFF

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MAR. '23

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MAR. '23

AutoCAD SHX Text 2230227

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MASON COUNTY, MICHIGAN

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LUDINGTON STATE PARK

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CEDAR CAMPGROUND SEPTIC TANK REPLACEMENT

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PROJECT DETAILS

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GROUND ROD SPACING 10'-0" MIN. (TYP.)

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#6 BARE STRANDED COPPER WIRE BURIED 24" MIN. BELOW GRADE TO NEW LOAD CENTER

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EXOTHERMIC WELD (TYP.)

AutoCAD SHX Text 3/4" x 10'-0" COPPERWELD GROUND ROD BURIED 24" MIN. BELOW GRADE (TYP.)

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#6 BARE STRANDED COPPER WIRE BURIED 24" MIN. BELOW GRADE (TYP.)

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TRIPLEX GROUNDING ELECTRODE DETAIL

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SCALE : NONE

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WATER TIGHT BOOT SHOWN

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1. TANK DIMENSION FOR ADVANCE CONCRETE PRODUCTS COMPANY. TANK DIMENSION FOR ADVANCE CONCRETE PRODUCTS COMPANY. 2. SYSTEM ELEVATIONS AND COMPONENTS ARE BASED ON THIS SYSTEM ELEVATIONS AND COMPONENTS ARE BASED ON THIS TANK'S DIMENSIONS. IF A DIFFERENT TANK IS PROPOSED, CONTRACTOR TO NOTIFY ENGINEER TO REVIEW DESIGN IMPACTS.

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24" (TYP.)

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FLOW

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TOP VIEW

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FLOW

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CAST IN ADAPTER (TYP.)

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SIDE VIEW

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6,000 GALLON CAPACITY DOSE TANK DETAIL

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SCALE : NONE

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NOTES

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FLOW

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DRAIN LINE

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24" (TYP.)

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FLOW

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TOP VIEW

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CAST IN ADAPTER (TYP.)

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OUTLET TEE/ EFFLUENT FILTER

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WATER TIGHT BOOT SHOWN FOR 4" PVC

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1. PIPES EXITING TANKS SHALL CONTAIN OUTLET TEE AND PIPES EXITING TANKS SHALL CONTAIN OUTLET TEE AND EXTEND TO THE MIDDLE 1/3 OF TANK. 2. TANK 3 SHALL HAVE TWO (2) EFFLUENT FILTERS. TANK 3 SHALL HAVE TWO (2) EFFLUENT FILTERS. 3. OUTLET TEE SHALL BE INSTALLED IN TANK 1 AND TANK 2.OUTLET TEE SHALL BE INSTALLED IN TANK 1 AND TANK 2.

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SECTIONAL VIEW

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3,320 GALLON CAPACITY SEPTIC TANK DETAIL

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SCALE : NONE

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NOTES

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(TANK 3)

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TYPICAL PVU EFFLUENT PUMPING SYSTEM

AutoCAD SHX Text WATER TIGHT TANKAGE SPEC. IT IS NECESSARY THAT TANKS BE VACUUM OR WATER TESTED TO CERTIFY WATER TIGHT TANKAGE. PVC ACCESS RISERS MUST BE WATER TIGHT, EXPOXIED TO TANKAGE AND LIDS BOLTED DOWN FOR LIABILITY CONSIDERATION. CONTRACTOR/TANK MANUFACTURER SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF TANKS WITH LEAKS OR DEFECTS.

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CONTROL PANEL

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CONDUIT TO

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CONDUIT SEAL

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FIBERGLASS CASKET LID WITH STAINLESS STEEL BOLTS

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EXTERNAL PVC SPLICE BOX WITH CORD GRIPS

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PVC RISER WITH GROMMET(S)

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30" DIA. (MIN.) X 30" TALL (MIN.) DISCHARGE ASSEMBLY

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BIOTUBE PUMP VAULT

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OSI EFFLUENT PUMP

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LEVEL CONTROL FLOAT ASSEMBLY

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EFFLUENT DISCHARGE

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TANK ADAPTER (PRECAST OR BOLTED)

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RISER & LID

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WATER TIGHT

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CHECK VALVE (HEAVY DUTY SPRING LOADED BRASS CHECK)

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CABLES ROUTED THROUGH GROMMETS IN RISER

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(DOSING TANK)

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SCALE : NONE

AutoCAD SHX Text SYSTEM IS SHOWN WITH A ORENCO PF SERIES 4" HIGH-HEAD EFFLUENT PUMP. THIS PUMP SHALL BE PLACED IN A BIOTUBE PUMP VAULT. INTERNAL PIPING IS 2.0" DIAMETER.

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NOTES

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INVERT (F.V.) SEE TABLE

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INVERT (F.V.) SEE TABLE

AutoCAD SHX Text 3'-0"

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SCALE : NONE

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DOSING TANK PUMP CONTROL PANEL MOUNTING DETAIL

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1-1/4" RGS CONDUIT (4) FLOAT SWITCH CABLES

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XP GUAC J-BOX FOR CABLE SPLICING (TYP.)

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3/4" FLOAT SWITCH CONDUIT 8#14, 1#14 GND

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CONDUIT SEAL (TYP.)

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PUMP CABLES (TYP.)

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DOSING TANK

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PUMP (TYP.)

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CORE HOLES AND GROUT (TYP.)

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1" RGS CONDUITS PUMP CABLES

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3/4" CONDUITS (PUMP FEEDERS) 2#12, 1#12 GND

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1-5/8" X 1-5/8" STEEL STRUT EQUIPMENT RACK

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60A, 2P DISCONNECT SWITCH, NEMA 3R

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FLOAT SWITCHES

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POWER FEED FROM PANEL

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2#8, 1#10 - 3/4"C (MAIN POWER FEED TO C.P.)

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DOSING TANK PUMP CONTROL PANEL (CP) (INSTALLED BY E.C.)

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GRADE

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1. ALL ABOVE GRADE CONDUIT INSTALLATIONS TO BE RGS CONDUIT TO 24" BELOW GRADE. ALL ABOVE GRADE CONDUIT INSTALLATIONS TO BE RGS CONDUIT TO 24" BELOW GRADE. 2. ALL BELOW GRADE CONDUIT INSTALLATIONS TO BE SCHEDULE 40 PVC OR HDPE CONDUIT ALL BELOW GRADE CONDUIT INSTALLATIONS TO BE SCHEDULE 40 PVC OR HDPE CONDUIT BURIED A MINIMUM OF 24" BELOW GRADE. 3. USE RGS CONDUIT ELBOWS FOR ALL BELOW GRADE INSTALLATIONS. USE RGS CONDUIT ELBOWS FOR ALL BELOW GRADE INSTALLATIONS. 4. SEE SITE PLAN FOR MAIN POWER FEED REQUIREMENTS.SEE SITE PLAN FOR MAIN POWER FEED REQUIREMENTS.

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NOTES

AutoCAD SHX Text CONDUIT SEALS ARE NOT ALLOWED BELOW GRADE. SEALS ARE PROVIDED AT THE CONTROL PANEL.

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SCALE : NONE

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PIPING SCHEMATIC

AutoCAD SHX Text 587.0

AutoCAD SHX Text 584.3

AutoCAD SHX Text 583.1

AutoCAD SHX Text 596.0

AutoCAD SHX Text 598.5

AutoCAD SHX Text 593.5

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LATERAL

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HEADER

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SYSTEM SHALL NOT DRAIN EXCEPT FOR LATERALS

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NOTE

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SEPTIC TANKS 1-3

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DOSE CHAMBER

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VALVE CHAMBER

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DISTRIBUTION VALVE

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2.0" BALL VALVE (TYP.)

AutoCAD SHX Text 2" x 2" x 2" TEE (TYP. OF 2)

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4' CONCRETE STRUCTURE,OPEN BOTTOM WITH PEASTONE

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2" BALL VALVE (TYP.)

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FROM PUMP #2

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FROM PUMP #1

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DISCHARGE RETURN TO DRAIN SYSTEM WINTERIZATION

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VALVE (CLOSED)

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CORE AND BOOT (TYP.)

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EX. 3" F.M. TO FIELD

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VALVE CHAMBER - PLAN

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SCALE : NONE

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VALVE CHAMBER DETAIL

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T/CASTING EL. 587.0

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EJ 1040 CASTING WITH SOLID COVER

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T/CHAMBER EL. 586.0

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24" MIN.

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4'-0" DIAMETER

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PIPE SUPPORT (TYP.)

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TO FIELD

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RETURN TO TANK

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B/CHAMBER EL. 582.1

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PIPE I.E. 583.1 (TYP.)

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PIPES TO CONTAIN PIPE SUPPORTS TO BOTTOM OF STRUCTURE

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NOTE

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CORE AND BOOT (TYP.)

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1. ALL TANK CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI. ALL TANK CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 PSI. 2. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60 REBAR. BAR BENDING REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60 REBAR. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS. 3. STANDARD STRUCTURAL DESIGN BASED ON AASHTO HS 20 WHEEL LOADING. STANDARD STRUCTURAL DESIGN BASED ON AASHTO HS 20 WHEEL LOADING. 4. 1" DIA. BUTYL RUBBER ROPE MASTIC IS PROVIDED FOR PLACEMENT BETWEEN TOP AND 1" DIA. BUTYL RUBBER ROPE MASTIC IS PROVIDED FOR PLACEMENT BETWEEN TOP AND BOTTOM SECTIONS OF VAULT. 5. WATERTIGHT BOOTS SHALL BE USED ON ALL INLET & OUTLET PIPES. WATERTIGHT BOOTS SHALL BE USED ON ALL INLET & OUTLET PIPES. 6. RISERS AND CASTINGS SHALL BE TRAFFIC RATED. RISERS AND CASTINGS SHALL BE TRAFFIC RATED. 7. CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS FOR INCLUSION IN HIS BID. CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS FOR INCLUSION IN HIS BID. 8. CONTRACTOR TO VERIFY LOCATION OF INLET/OUTLET LOCATIONS PER DRAWING. CONTRACTOR TO VERIFY LOCATION OF INLET/OUTLET LOCATIONS PER DRAWING. 9. OUTLET ON 3320 GALLON SEPTIC TANK SHALL BE INSTALLED WITH OUTLET TEE. OUTLET ON 3320 GALLON SEPTIC TANK SHALL BE INSTALLED WITH OUTLET TEE. BOTTOM OF OUTLET TEE SHALL BE 3.0' FROM BOTTOM OF TANK. 10. THE THIRD SEPTIC TANK SHALL HAVE TWO (2) EFFLUENT FILTERS. AN ACCESS RISER THE THIRD SEPTIC TANK SHALL HAVE TWO (2) EFFLUENT FILTERS. AN ACCESS RISER SHALL BE PROVIDED ABOVE EACH EFFLUENT FILTER FOR ACCESS TO FILTERS. 11. CONTRACTOR MAY PROPOSE FOR APPROVAL BY ENGINEER UTILIZING DIFFERENT SEPTIC CONTRACTOR MAY PROPOSE FOR APPROVAL BY ENGINEER UTILIZING DIFFERENT SEPTIC TANKS & CONFIGURATION TO ACCOMPLISH NECESSARY STORAGE CAPACITY 12. DIMENSIONS ON SEPTIC TANKS ARE GIVEN ONLY AS A GUIDE. TANKS SHALL HAVE 2" DIMENSIONS ON SEPTIC TANKS ARE GIVEN ONLY AS A GUIDE. TANKS SHALL HAVE 2" OF FALL FROM INLET TO OUTLET. 13. TANKS SHALL BE CERTIFIED BY MANUFACTURER FOR DEPTH OF BURY AND HS20 TANKS SHALL BE CERTIFIED BY MANUFACTURER FOR DEPTH OF BURY AND HS20 WHEEL LOADING. 14. SLOPE FINISH GRADE AWAY FROM RISER, EXPOSED TANK TOPS, AND MANHOLES. SLOPE FINISH GRADE AWAY FROM RISER, EXPOSED TANK TOPS, AND MANHOLES. 15. PROVIDE 5.0' MINIMUM BETWEEN TANKS (TYP.) PROVIDE 5.0' MINIMUM BETWEEN TANKS (TYP.) 16. ALL GRAVITY SEWER SHALL BE 6" SCHEDULE 40 PVC. ALL GRAVITY SEWER SHALL BE 6" SCHEDULE 40 PVC.

GENERAL NOTES

File details come from the government source that posted it. Updated Apr 3, 2024.