Attachment C3b - C dwgs 10 sheets.pdf

PDF 4 MB Posted Mar 2, 2023

Attached to: 751/20015. TAP; Newberry Customer Service Center
Solicitation number: RFP - 171 - 230000001121
Issued by: Luce County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

The provided document is a set of construction drawings for the Newberry CSC & Storage Facility project, which is being overseen by the Michigan Department of Technology, Management and Budget (DTMB) for the Department of Natural Resources. The project includes the construction of a new building, parking area, and associated utilities at the 5801 Newberry Ave (M-123) location in Newberry, Michigan. The drawings detail the site plan, utility plan, grading plan, and various construction details for the proposed facility. Key elements include a 10'x15' dumpster area with screening, transformer and generator pads, accessible parking, and a 2,000-gallon septic system with effluent pumps. The construction is scheduled to be completed by January 16, 2023.

The construction documents indicate that the project will require MDOT standard specifications and procedures to be followed, including requirements for soil erosion control, concrete work, HMA paving, and aggregate base. Pricing and bidding information is not provided in these drawings, but the related state and local contract opportunity indicates this is part of a larger Transportation Alternatives Program (TAP) project for the Newberry Customer Service Center, with the contract to be awarded through Luce County.

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Other files

File	Type	Posted
Attachment C3d - A dwgs 13-24 12 sheets.pdf	PDF	Mar 2, 2023
Attachment C3d - A dwgs 1-12 12 sheets.pdf	PDF	Mar 2, 2023
Attachment C4 - LAS Schedule_r7_230125 - 1 pg.pdf	PDF	Mar 2, 2023
Attachment C5 - DTMB465_	—	Mar 2, 2023
Attachment E - Scope of Work Outline - estim with qtys only - 31pgs.pdf	PDF	Mar 2, 2023
Attachment C1 - Phase 200 Program Analysis Report with Conceptual Design - 86 pgs.pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 5 - 09 93 00 - Staining and Transparent Finishing.pdf	PDF	Mar 2, 2023
Attachment C3f - E dwgs 8 sheets.pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 4a - ArchitecturalPlanSet 2of2.pdf	PDF	Mar 2, 2023
Newberry CSC PreProposal Attendance 2-16-23.pdf	PDF	Mar 2, 2023
Attachment C3c - S dwgs 11 sheets.pdf	PDF	Mar 2, 2023
Attachment C3a - G dwgs 5 sheets.pdf	PDF	Mar 2, 2023
Attachment C3e - M dwgs 15-27 13 sheets.pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 2 - 07 42 43 - Composite Wall Panels.pdf	PDF	Mar 2, 2023
CM RFP 20015 .pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 4b - Structural Framing Plan.pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 4a - ArchitecturalPlanSet 1of2.pdf	PDF	Mar 2, 2023
Attachment F - CM RFQ Part 1 - 3 pgs.docx	DOCX document	Mar 2, 2023
Project Statement 20015.pdf	PDF	Mar 2, 2023
Attachment C2 - Conceptual Phasing - Phasing Option 2 Summary - 4 pgs.pdf	PDF	Mar 2, 2023
Attachment C6 - Appendix 7 Cap Outlay Allowable Charges - 1 pg.pdf	PDF	Mar 2, 2023
Attachment A - CM-RFP Part 2 - Cost Details - 4 pgs.xlsx	XLSX spreadsheet	Mar 2, 2023
Attachment D - Ack of Add 20015 - 1pg.pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 3 - 10 71 13 - Fixed Sun Screens.pdf	PDF	Mar 2, 2023
Addendum 1 Attachment 1 - 07 46 23 - Wood Siding.pdf	PDF	Mar 2, 2023
Attachment C3e - M dwgs 1-14 14 sheets.pdf	PDF	Mar 2, 2023
Attachment B - CM Contract SAMPLE Rev 03-22 - 172 pgs.pdf	PDF	Mar 2, 2023
Addendum 1 20015.pdf	PDF	Mar 2, 2023

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T T

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SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

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F O

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

© 2021 Lord Aeck Sargent LordAeckSargent.com Unless otherwise agreed to in writing,this document is the sole property of Lord Aeck Sargent and is to be returned upon demand. The information herein is confidential and may not be used nor divulged without the written permission of Lord Aeck Sargent

A R

T O

C H

N O

Y , M

A N

A G

T A

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B U

D G

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A N

A D

A M

P . L

A C

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A , D

A C

A D

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S I Q

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As in di ca te d

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01/16/2023

11793-00

D ep ar tm en t o f N at ur al

R es ou rc es

UTILITY NOTES

1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL

EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO

CONSTRUCTION BY CALLING MISS-DIG (811) AT LEAST 3 WORKING DAYS PRIOR TO EXCAVATION.

2. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC

FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OR

COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREON SHOWN. THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO LOCATE UTILITIES ON SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE

EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER/SURVEYOR AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.

3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING

UTILITIES DURING CONSTRUCTION. ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE LOCATED

BY HAND DIGGING.

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

B/BANK BOTTOM OF BANK

CONC CONCRETE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, TOWNSHIP

DIA DIAMETER

DW DOMESTIC WATER

EA EDGE OF ASPHALT

ELEC ELECTRIC

ELEV ELEVATION

EX EXISTING

F/C FACE OF CURB

FF FINISH FLOOR

FG FINISHED GRADE

FT FEET

HDCP HANDICAP

INV INVERT ELEVATION

OB OBSERVATION WELL

OBS OBSERVED

OH OVERHEAD

OT OVER TOPPING

PROP PROPOSED

R RADIUS

RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE

ROW RIGHT-OF-WAY

SAN SANITARY

SP SPRING WATER

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TC TOP OF CURB

TELE TELEPHONE

TP TRAVERSE POINT

TS&M TOPSOIL, SEED & MULCH

TYP TYPICAL

T/BANK TOP OF BANK

UG UNDER GROUND

UNO UNLESS NOTED OTHERWISE

WEL WELL LINES

W# WELL LINE

WM WATER MAIN

WTR WATER

YBT YELLOW BENCH TIE

D50 RIPRAP SIZE WHERE 50% OF STONES

ARE LARGER

DMAX MAX STONE SIZE/AVG DEPTH OF

RIPRAP

REMOVAL

1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR

TO STARTING REMOVALS.

2. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE

ENGINEER SHALL BE TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENT OR CONCRETE. DO

NOT OVERCUT PAST ENDS OR CORNERS. REPAIR/RESTORE ALL DAMAGED AREAS.

4. SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO

EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED.

5. CONTRACTOR SHALL REVIEW CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING

OPERATION.

6. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S

STAGING AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA RESTORED TO THE

SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION.

7. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE

ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

8. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY

DISPOSED OF AT AN OFF SITE LOCATION.

PAVEMENT MARKING AND SIGNAGE

1. ACCESSIBLE PARKING SIGNS (R7-8 AND R7-8B) SHALL BE INSTALLED ON A 3 LB STEEL POST IN ACCORDANCE

WITH MDOT SIGNING SPECIAL DETAIL SIGN-200 SERIES AND SECTION 810 OF THE MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION.

2. WATERBORNE PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SECTION 920 AND BE APPLIED IN ACCORDANCE WITH SECTION 811 OF THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

3. ACCESSIBLE PARKING PAVEMENT MARKING SYMBOLS SHALL BE IN ACCORDANCE WITH MDOT STANDARD

PAVEMENT MARKING STANDARD PLAN PAVE 956 SERIES.

4. PARKING STALL SPACES TO BE 4" SOLID YELLOW PAINT STRIPES, HANDICAP PARKING TO BE 4" SOLID BLUE

PAINT STRIPES W/ BARRIER FREE STRIPING OF 4" SOLID BLUE @ 2' O.C. ON 45° ANGLE.

EARTHWORK, GRADING & RESTORATION

1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT.

2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE

AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

SHALL BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING.

3. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL

DISTURBED AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN FOR ALL SLOPE RESTORATION SHALL BE PER TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION.

4. ALL FILL SHALL BE CLEAN INERT MATERIAL.

5. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, SHALL BE

BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II).

6. SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE ENGINEER. ANY SURPLUS OR UNSUITABLE MATERIAL, INCLUDING PEAT EXCAVATION, UNABLE TO BE

USED SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL.

7. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL.

PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

CONCRETE CONSTRUCTION

1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 1004 OF THE

2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

2. CONCRETE PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

3. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 SERIES.

4. EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT ABUTS

AN EXISTING PAVED SURFACE OR BUILDING OR AS DIRECTED BY THE ENGINEER.

5. PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO

APPROXIMATELY 25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER.

6. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 CROSS-SLOPE

AND A MAXIMUM 1:12 LONGITUDINAL SLOPE.

7. ALL SIDEWALKS EXCEEDING THE MAXIMUM LONGITUDINAL SLOPE SHALL BE PROVIDED WITH HAND RAILS

ON BOTH SIDES AS DIRECTED BY THE ENGINEER.

8. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD PLAN R-28

SERIES.

9. CONCRETE PLACEMENT AND PROTECTION CONFORMING TO ACI 117 301, 305R, 306.1, AND 308.1, CURRENT

EDITIONS IS REQUIRED.

GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR

TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED

PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING WITHIN

THE ROW OF MDOT.

3. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE AT ALL TIMES BY WATERING OR

OTHER NECESSARY MEANS.

4. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS OTHER

STRUCTURES AND ADJACENT AREAS CAUSED BY DEMOLITION, HAULING, OR OTHER PERFORMANCE

OF THE WORK.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND

COMPLIANCE WITH MI-OSHA GUIDELINES.

6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION.

ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE.

7. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN

OF HIGHWAYS AND STREETS, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES AND PENTLAND TOWNSHIP.

8. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL

FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR

CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL

COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES

THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS.

9. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS

OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF

EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

10. ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

DTMB: SOIL EROSION AND SEDIMENTATION CONTROL

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC)

RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, 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 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 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 CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. 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 REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND

SEDIMENTATION CONTROL GUIDEBOOK, DATED JULY 2019, 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

PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES.

7. 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.

9. 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 PROJECT. THE DTMB RECOMMENDS 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 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. NON COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY AND ASSESSMENT OF

ACTUAL DAMAGE COSTS.

12. 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 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 THE

PROPERTY OWNER.

MAINTENANCE OF TRAFFIC

1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR PROTECTION OF

THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK.

2. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER.

3. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES AND MDOT MAINTAINING TRAFFIC TYPICAL PLANS.

HMA CONSTRUCTION

1. HMA USED FOR PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTION 501 OF THE 2020 MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION AND GRADE SHALL BE AS NOTED PER PLANS AND

DETAILS OR AS APPROVED BY THE ENGINEER.

2. HMA PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 501 OF THE MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

C001

N O

AGGREGATE CONSTRUCTION

1. AGGREGATE USED FOR PAVEMENT BASE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 22A OR 21AA OR AS

APPROVED BY THE ENGINEER.

2. AGGREGATE BASE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 302 OF THE 2020 MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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ABBREVIATIONS::

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SEAL ISSUE DATE

JOB. NO.

DWG. NO.

REVISION:

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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CONCRETE

FLAMMABLE MATERIAL

HAZARDOUS OR

MISCELLANEOUS UTILITY SYMBOLS

GUY WIRE

CABLE TV RISER

ELECTRIC RISER

GAS RISER

GUY POLE

MONITORING WELL

POST

SOIL BORING

TRAVERSE POINT

PRIVATE UTILITY MANHOLE

UTILITY POLE

MISCELLANEOUS SYMBOLS

BENCHMARK

USED WITH UNDERGROUND GAS &

ELECTRICAL LINES

USED WITH TELEPHONE &

UTILITY PATTERN

ELECTRICAL *

GAS\OIL

WATER

FIBER OPTIC *

ROW PATTERN

ROW

SECTION

ROW

TOPO PATTERN

HEDGE/TREE

FENCE

SANITARY

STORM

PROPERTY/PARCEL

UNDERGROUND UTILITY

CAUTION - CRITICAL

FENCE

ROW

PROPOSED

CABLE/TELEPHONE *

PROPOSED

STORM/SANITARY/WATER12"

AGGREGATE

FIBER OPTIC LINES

STRUCTURE NUMBER

WM SAN STM

TELEPHONE RISER

WATER & SEWER UTILITY SYMBOLS

INLET/CATCH BASIN

STORM MANHOLE

SANITARY MANHOLE

CULVERT END SECTION

12"

PRIMARY UTILITY WILL HAVE A CONTINUOUS

LINESTYLE, WITH THE SECONDARY UTILITY

MATCHING ITS RESPECTIVE EXISTING

UTILITY LINESTYLE

SOD

SF SF SF SF SF SILT FENCE

CLEARING LIMITS

C002

SQUARE POST

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AutoCAD SHX Text E

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AutoCAD SHX Text W

AutoCAD SHX Text U

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%%UPROPOSED

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%%UEXISTING

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ROW

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%%UEXISTING

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12" STM

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12" SAN

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12" WM

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*OH = OVERHEAD , UG = UNDERGROUND

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6" (COMPANY) GAS

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FIBER OPTIC

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ELEC

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(COMPANY) CABLE/TEL

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%%UEXISTING

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%%UEXISTING

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%%UPROPOSED

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%%UEXISTING

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%%UPROPOSED

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XXX

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TP#

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SB#

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BM#

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE DTMB SESC GUIDEBOOK FOR DETAILS)

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KEY NO

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NAME

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RIPRAP

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MULCH BLANKETS

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ES31

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CHECK DAM

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SILT FENCE

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INLET PROTECTION-FABRIC DROP

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PERMANENT SEEDING

PARCEL 004-003-012-2200 TAX DESCRIPTION

SEC 12 T45N R10W N 1/2 OF SW 1/4 OF NW 1/4. 20 A.

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

C110

G P

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ZONING SETBACK

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EX GAS

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EX WM

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ASPH

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ASPH

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ASPH

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GRAV

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OH ELEC

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OH ELEC

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EX SAN FORCEMAIN

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OH TEL

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OH TEL

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APPROXIMATE PROPERTY LINE

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ROW

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ROW

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EX GATE

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EX GATE

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UG FIBER

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NEWBERRY AVE

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ZONING SETBACK

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UG TELE

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EX GAS

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EX GAS

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EX GAS

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CONC

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EX SAN FORCEMAIN

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EX GAS

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ROW

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GRAV

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GRAV

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BLD

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BLD

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BLD

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EX GAS

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SOIL BORINGS WERE PERFORMED BY GEI CONSULTANTS ON 05/09/2022

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TOPOGRAPHIC SURVEY WAS COMPLETED BY TRI-MEDIA ON 01/19/2022

PROJECT IMPACT LIMITS

13' 26'

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before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

60402010

C130

ASPH

PROPOSED BUILDING

10' x 15' DUMPSTER WITH

SCREENING AND BOLLARDS

ENTRANCE ONLY

EXIT ONLY

2 - 10' x 10' TRANSFORMER

AND GENERATOR PADS

MECH EQUIP PAD

ADA SPACE

DNR SIGN

SOD

20' (TYP)

' (T

20' 24' 10'

20'

ADA SIGN

ADA SIGN (TYP)

ADA SPACE (TYP)

ADA RAMP

SOD

72'

SOD

27'10'

10'

25'

10'

13'

8' 5'

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ASPH

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ASPH

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ASPH

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ROW

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ROW

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GRAV

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NEWBERRY AVE

(120' R.O.W.)

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before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

C140

6" WATER SERVICE

2" SAN

PROPOSED BUILDING

PROP GAS

2 - 10' x 10' TRANSFORMER

AND GENERATOR PADS

MECH EQUIP PAD

CONNECT TO EXISTING 6" FORCEMAIN

USING METHOD APPROVED BY ENGINEER

DIRECTIONAL DRILL

UNDER NEWBERRY AVE

(1) 2000 GALLON SEPTIC TANK

(1) 2 COMPARTMENT 2000 GALLON TANK

(1) EFFLUENT FILTER PLACED IN FIRST COMPARTMENT

OF TWO COMPARTMENT TANK

DUPLEX EFFLUENT PUMPS IN 2ND COMPARTMENT OF

TWO COMPARTMENT TANK

6" SAN

PANEL

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EX GAS

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ASPH

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ASPH

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ASPH

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OH ELEC

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EX SAN FORCEMAIN

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ROW

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ROW

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UG TELE

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EX GAS

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EX GAS

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EX GAS

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ROW

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GRAV

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EX GAS

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NEWBERRY AVE

(120' R.O.W.)

SF SF SF

867.2

868.2

867.2

Know what'sbelow.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

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C-170

868.5 FF

DETENTION POND

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ASPH

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ASPH

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ASPH

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NEWBERRY AVE

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ZONING SETBACK

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CONC

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ROW

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GRAV

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GRAV

BLD

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PROP. PAVEMENT

CROSS-SECTION

ADA PARKING SIGN8

12" OF CL II SAND COMPACTED TO 95%

6" MDOT 22A (COMPACTED TO 95%)

6" CONC WITH 6"X6" REINFORCING MESH

W1.4xW1.4 WWF

1 1/2" 4ELM BASE COURSE

6" MDOT 22A AGGREGATE

(COMPACTED TO 98%)

12" MDOT CLASS II

(COMPACTED TO 95%)

1 1/2" 5ELM TOP COURSE

TYPICAL GRAVEL DRIVE SECTION1

TYPICAL HMA PAVEMENT SECTION2TYPICAL CONCRETE SIDEWALK SECTION3

CONCRETE CURB DETAIL E-44M DRIVE DETAIL6 SIDEWALK & CURB CROSS SECTION5

PLACE IN LINE WITH CL OF WALL

ROUND CONC. TOP

6" DIA STEEL PIPE FILLED W/CONCRETE

AND PLASTIC COVER

BITUMINOUS JOINT FILLER

FINISHED GRADE

18" DIA CONCRETE FOUNDATION

6"6"6"

3' - 6"

4' - 0"

BOLLARD7

C501

6" MDOT 22A AGGREGATE

(COMPACTED TO 98%)

3 FT GREENSPACE

5 FT SIDEWALK

10 FT GREENSPACE

PROP BLDG WALL

TOP OF PAVEMENT

1'- 4"

2'- 0"

*7 "4"

BOTTOM OF PAVEMENT

EPOXY COATED #4 BAR

* WHEN OTHER THAN 7" (4" MIN TO 9" MAX) FACE

EXPOSURE IS SPECIFIED ON PLANS, VARY TOTAL

CURB HEIGHT AND BATTER ACCORDINGLY

2"R

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NTS

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1.5 C

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AutoCAD SHX Text 9.87

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3 LBS STEEL POST

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8" STEEL BOLLARD FILLED WITH CONCRETE PAINTED SAFETY YELLOW

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SET PIPE IN CONCRETE

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HMA

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WIDTH VARIES

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WIDTH VARIES

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6" MDOT 23A COMPACTED TO 97%

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SUITABLE SUBGRADE COMPACTED TO 95%

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NOT TO SCALE

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RADIUS AS SHOWN ON

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PLANS OR AS DIRECTED

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BY THE FIELD ENGINEER

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IN CURB AND GUTTER

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FLOW LINE

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PLANE OF WEAKNESS JOINT

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GUTTER PAN

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1'-6" (TYP.)*

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ALIGN DRIVEWAY RETURN TO FIT OPENING

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1" EXPANSION JOINT

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* TO EDGE OF GUTTER OR FACE OF INTEGRAL CURB

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CURB

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6" MDOT 22A AGGREGATE COMPACTED TO 95%

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C502

DUMPSTER SCREENING GATE2

1'- 6"

3'- 6"

2'-6"

40' ALUMINUM POLE W/

INTERNAL TRUCK AND LOCK BOX

EXPANSION JOINT (TYP)

SET IN SAND PER

MANUFACTURERS

RECOMMENDATIONS

STEEL CENTERING

WEDGES

STEEL BASE PLATE

[38"X14"X14"]

STEEL SUPPORT PLAT

[38"X6"X6"]

WELDED TO GROUND SPIKE

GROUND SPIKE [58"ØX18" LONG]

WELDED TO BASE PLATE AND

SUPPORT PLATE

ASPHALT PAINT ON

POLE SURFACE BELOW

GRADE

FOUNDATION SLEEVE

GRADE

FLASHING COLLAR

3,500 PSI CONCRETE

FLAG POLE / FOOTING PLAN1

UTILITY PAD4

8" CONCRETE WITH 6"x6" REINFORCING

MESH

W1.4xW1.4 WWF

MDOT CLASS II

COMAPCTED TO 95%

TYPICAL CONCRETE SECTION DUMPSTER PAD3

UTILITY TRENCH6

6" MDOT 22A AGGREGATE

(COMPACTED TO 98%)

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HINGE POST

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PAD LOCK PROVIDED BY OWNER

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TYPICAL END POST NO ANTI CLIMB

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2" O.D. PIPE FRAME

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1" O.D. PIPE BRACE

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TYPICAL END POST NO ANTI CLIMB

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CONC DUMPSTER PAD

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BOTTOM LOCKING DOUBLE WALL PRIVACY SLATS

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NTS

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2'-0" TYP

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C503

PLAN VIEW1

FRONT VIEW4

SECTION A2

CONNECTION DETAIL6

SECTION B3

FOOTING DESIGN5

LOGO ATTACHMENT END SECTION7

1'-

14'-2 12"

14'-3 14 "

3'- 6"

1'-9" 3'-4"

7'-11" 2"

2'-2"

3'- 6"

1'- 6"

4'- 0"

14' 2 12"

2'- 5 1 2"

3'-6"

1'-1"

3'- 6"

4'- 0"

2 x 4 PRESSURE TREATED CLEATS 4 x 4 x 16 STEEL SQUARE TUBING

CONCRETE SLABSECTION B SECTION A

4" CONCRETE CAP CHAMPFER

2" AROUND SIDES

#7 REBAR TYP

MIN 2" CLEAR TYP

CULTURED STONE FACING

OPTIONAL FIELD STONE

FACING IS USED. PROVIDE

WEEP HOLES THROUGH

CONCRETE BLOCK WALL

5,000 PSI CONCRETE

FOOTING PAD

8 x 8 x 16 CONCRETE BLOCK

FOOTING 3 ROWS HEIGHT

#4 REBAR TYP MIN 2" CLEAR TYP

STEEL SQUARE TUBING WITH

CONCRETE 2" FROM TOP

5,000 PSI CONCRETE SLAB

2" CONCRETE CAP

CONCRETE STONE FACING

TO BE ATTACHED

8 x 8 x 16 CONCRETE BLOCK

FOOTING 3 ROWS HEIGHT

4 x 4 x 3 x 16 STEEL

SQUARE TUBING

4 x 4 x 3 x 16 STEEL

SQUARE TUBING

CONCRETE BLOCK STONE

FACING TO BE ATTACHED

#7 REBAR TYP MIN 2" CLEAR

#4 REBAR TYP MIN 2" CLEAR

#7 REBAR TYP MIN 2" CLEAR

2" CONRETE CAP 2% CROWN

CULTURED STONE.,TYPICAL

DNR LOGO (BY OTHERS) TO BE ATTACHED

TO FOUNDATION FACE. SEE DETAIL

4 x 4 POSTS. TYP

SEE SIGN BLANK DETAIL

2" SIDE CONCRETE CAP.

4" BASE CONCRETE

CAP, WITH 2% CROWN

THREE (3) LAG SCREWS,

2" DIAMETER SCREWED

INTO LOGO 1

DNR LOGO

4 x 4 POSTS3

8" BOLTS

2" CHAMPFERED CONCRETE

CAP 2" AROUND SIDES

#7 REBAR TYP MIN 2" CLEAR

REMOVABLE STONE 4'" MIN

SPACE TO ACESS LAG SCREWS

3'- 6"

COMPACTED SAND OR

GRAVEL BACKFILL

2'-6"

2 x 4 CLEATS 4 x 4 WOLMANIZED POST.

ATTACH SIGN PANELS TO POSTS

SIGN PANELS, ONE EACH SIDE

4 x 4 x 316, 5' LONG STEEL SQUARE

POST

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C504

INTRINSICALLY SAFE NEMA 4X STEEL CONTROL PANEL ORENCO

CUSTOMIZED MODEL MVP-DAX-1-IR-DM-HT-SA-PRL-PL, MOUNTED ON

4" GALVANIZED, CONCRETE FILLED POST SUPPLIED BY THE

CONTRACTOR. POST BURY DEPTH SHALL BE A MINIMUM OF 4'.

2" FORCEMAIN

30" DIA FIBERGLASS GASKET

LID WITH STAINLESS STEEL

BOLTS & SAFETY SCREEN

24"30"

TOP OF RISER

FINISHED GROUND

24"

6" INV.

3'-0"

6" PVC SCH40

1% SLOPE MIN

FT 1254-36 BIOTUBE

EFFLUENT FILTER BY

ORENCEO SYSTEMS INC. OR

APRROVED EQUAL. FILTER

SHALL BE CENTERED UNDER

RISER TO ALLOW FOR EASY

REMOVAL.

PVC WATER TIGHT RISER W/

FIBERGLASS COVER W/

NEOPRENE GROMMET W/ STAINLESS

STEEL BOLTS - TYP

SAFETY SCREEN - TYP

PROPOSED NEW

ELECTRIC SUPPLY

FROM FACIILITY

2" PVC SCH 40 FORCEMAIN BELOW FROST

LINE TO FORCEMAIN

PVC WATER TIGHT RISER

W/ FIBERGLASS COVER W/

NEOPRENE GROMMET W/

STAINLESS STEEL BOLTS - TYP

SAFETY SCREEN - TYP

6" PVC FROM BUILDING

INSTALL BENDS

AS NECESSARY TO

WRAP AROUND RISER

(2) ORENCO PF-30-05-1-1 EFFLUENT PUMP, 12

HP, 115V, 60HZ

ORENCO DUPLEX FOUR FLOAT

SWITCH ASSEMBLY

CHECK VALVE

30" PVC RISER WITH GROMMET(S)

(BONDED TO TANK ADAPTER

WITH RECOMMENDED ADHESIVE)

(2) ORENCO HV200 BC 2" DISCHARGE

ASSEMBLY

PVC SPLICE BOX

WITH CORD GRIPS

CONDUIT SEAL

CONDUIT TO

CONTROL PANEL

2" RIGID POLYSTYRENE INSULATION

(2' WIDE MINIMUM)

TO FORCEMAIN

NOTE:

DUPLEX ORENCO PUMPS TO BE HOUSED IN ORENCO

DUPLEX BIOTUBE PUMP VAULT OR DUPLEX FLOW

INDUCER TOWER.

4" PVC FROM OIL

INTERCEPTOR

PUMP CHAMBER PROFILE3

1. ALL TANKS USED SHALL BE APPROVED BY THE PENTLAND

TOWNSHIP AND THE LOCAL HEALTH DEPARTMENT.

6" MIN

2" 2"

2" FORCEMAIN

PER PLANS

GRANULAR MATERIAL

CLASS III

SUITABLE MATERIAL EXCAVATED

FROM TRENCH (OTHER THAN

WET UNSTABLE CLAY)

FORCEMAIN TRENCH DETAIL1

1. EFFLUENT PUMP CONTROL PANEL AND FILTER SHALL BE SUBMERSIBLE STYLE AND SHALL OPERATE DUPLEX EFFLUENT PUMPS. THE EFFLUENT PUMPS AND DISCHARGE ASSEMBLY SHALL BE INSTALLED SUCH THAT IT

CAN BE INDEPENDENTLY REMOVED FOR REPAIR OR REPLACEMENT.

2. THE PUMP SYSTEM SHALL INCLUDE A CONTROL PANEL WITH LOCKING ACCESS COVER. THE PANEL SHALL INCLUDE MAGNETIC CONTRACTORS FOR THE PUMPS, H-O-A SWITCHES FOR THE PUMPS, CONTROL TRANSFORMER, A TERMINAL STRIP FOR CONNECTING CONTROL WIRES, VISUAL ALARM LIGHT AND AUDIBLE BELL, AND SUCH OTHER COMPONENTS REQUIRED FOR COMPLETE OPERATION AS DESCRIBED. THE PANEL SHALL HAVE AN EVENT COUNTER AND AN HOUR METER FOR THE PUMP. HIGH LEVEL, LOW LEVEL, ELECTRIC SUPPLY FOR CONTROL PANEL SHALL BE INDEPENDENT OF THE PUMP CIRCUIT. THE CONTROLS AND COMPONENTS SHALL BE LISTED BY THE UL OR EQUIVALENT. THE CONTROL PANEL SHALL BE LOCATED OUTSIDE AND WITHIN SIGHT OF THE PUMP CIRCUIT. THE CONTROL PANEL SHALL BE LOCATED OUTSIDE AND WITHIN SIGHT OF THE PUMP CHAMBER AND SHALL BE WEATHER RESISTANT, (MINIMUM OF NEMA 4X) STEEL

ENCLOSURE.

3. PUMPING LEVEL CONTROLS SHALL BE MERCURY SWITCHES WITH FLOAT STAFF. CORROSION RESISTANT MOUNTING BRACKET SHALL BE PROVIDED FOR THE FLOAT STAFF. FOUR FLOATS ARE REQUIRED, ONE FOR REDUNDANT OFF AND LOW LEVEL ALARM, ONE FOR PUMP ON, ONE FOR PUMP OFF AND ONE FOR HIGH

WATER ALARM AND LAG RUN.

4. THE FLOAT SWITCHES SHALL BE MOUNTED INDEPENDENT OF THE PUMP AND FORCE MAIN SO THAT THEY CAN

BE EASILY REPLACED AND/OR ADJUSTED WITHOUT REMOVING THE PUMP.

5. PUMP SYSTEM OPERATION SHALL BE GENERALLY AS FOLLOWS:

NORMAL OPERATION

EFFLUENT LEVEL IN THE PUMP CHAMBER

WILL VARY ABOVE THE SECOND FLOAT AND BELOW THE

THIRD FLOAT. THE PROPOSED DESIGN PUMP

RATE SHALL BE 35 GALLONS PER MINUTE, (GPM), AT A TOTAL

HEAD OF 35 FEET, (TDH). THE SECOND AND THIRD FLOATS SHALL BE PLACED TO ALLOW FOR 150 TO 175

GALLONS AT EACH PUMP ON EVENT.

PUMP CONTROL FAILURE

IN THE EVENT THE PUMP FAILS TO LOWER THE

LEVEL IN THE EQUALIZATION/PUMP CHAMBER, THE LEVEL

WILL RISE AND ENERGIZE A HIGH LEVEL ALARM. IN THE

EVENT A PUMP FAILS TO SHUT OFF, THE LEVEL WILL

CONTINUE TO LOWER TO THE LEVEL OF THE FIRST

FLOAT. THE FIRST FLOW WILL SHUT ALL PUMPS OFF

AND ENERGIZE A LOW LEVEL ALARM. ALL ALARMS

SHALL INCLUDE AN ALARM LIGHT AND BELL AND

SHALL REMAIN ENERGIZED UNTIL MANUALLY RESET.

6. ALL NECESSARY ELECTRICAL WORK TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

7. CONTRACTOR SHALL ARRANGE FOR AND COORDINATE SYSTEM TESTING AND START UP AND ARRANGE FOR

FINAL SYSTEM APPROVAL WITH THE LOCAL HEALTH DEPARTMENT.

9. PRIOR TO FINAL SYSTEM COMMISSIONING, A PUMPING & DISPOSAL SYSTEM TEST START UP SHALL OCCUR, WITH THE USE OF CLEAN WATER. IT IS RECOMMENDED THAT THE CONTRACTOR UTILIZE THE SERVICE OF

MILAN SUPPLY COMPANY TO ASSIST IN THE TEST START UP PROCESS.

1. TANKS SHALL BE BEDDED IN CLEAN SAND, 6A STONE, OR PEA STONE.

2. TANK BACKFILL IN AREA OF PIPING SHALL BE COMPACTED SAND OR 6A STONE TO PREVENT SETTLEMENT OF

PIPING.

3. TANK SHALL BE SET LEVEL AND PLUMB.

4. THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND INVERTS PROVIDED PRIOR TO CONSTRUCTION AND

ADJUST AS REQUIRED.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF TANKS UPON DELIVERY. REPAIRS DUE TO

MISHANDLING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

1. CONTRACTOR SHALL PROVIDE A SEPARATE DEDICATED POWER SUPPLY FOR CONTROL PANELS AND PUMPS.

CONTRACTOR SHALL COORDINATE WITH OWNER AND LOCAL UTILITY COMPANY.

2. CONTRACTOR SHALL INSTALL COMPONENTS IN SUCH A MANOR TO PREVENT FREEZING, I.E. BY INSTALLING PIPING TO DRAINING BACK, BY USING FOAM INSULATION, AND ANY OTHER METHODS NECESSARY AND

RECOMMENDED BY THE MANUFACTURER.

3. IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT'S REQUIREMENTS, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR COMPLETING THE REQUIRED AFFIDAVIT AND AS-BUILT DRAWING REQUIRED.

PRODUCT SUPPLY COMPANY

IT IS RECOMMENDED THAT ALL PUMPING, EQUIPMENT, CONTROL PANEL EQUIPMENT BE SUPPLIED BY MILAN

SUPPLY COMPANY, 800-756-4526 OR APPROVED EQUAL.

45° BEND

FLOW

2' SQUARE 3000

PSI CONCRETE PAD

EJW #1566 BOX OR

EQUAL, COVER LABELED

SEWER

6" PVC SCHEDULE 40

THREADED WATER TIGHT CAP

CLEANOUT RISER DETAIL2

24"

PLACE BALL VALVE AND ADJUST VALVE

OPENING TO ALLOW NO MORE THAN 35 GPM

DISCHARGE RATE AT STARTUP AND WRAP

VALVE IN PLASTIC BEFORE BACKFILLING

24"

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2000 GALLON TWO COMPARTMENT SEPTIC TANK

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2000 GALLON SINGLE COMPARTMENT SEPTIC TANK

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W/ CAST IN RISER ADPATERS

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WITH CAST IN RISER ADAPTERS

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NOT TO SCALE

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PUMP CHAMBER TANK NOTES:

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EXISTING GROUND

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NOT TO SCALE

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%%UFINAL DISPOSAL PUMP SYSTEM

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%%UTANK INSTALLATION NOTES - TYPICAL ALL TANKS

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%%UGENERAL NOTES

C001 - NOTES

C002 - LEGEND

C110 - EXISTING PLAN

C130 - SITE PLAN

C140 - UTILITY PLAN

C-170 - GRADING PLAN

C501 - DETAILS

C502 - DETAILS

C503 - DETAILS

C504 - DETAILS

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