DNR Storage_Civil_12.8.21.pdf

CLEARING, GRUBBING, & EARTHWORK (CONT)

9. CONSTRUCTION DRAINAGE: STORM WATER ACCUMULATED IN THE PROJECT SITE

EXCAVATIONS IS TO DRAIN BY NATURAL PERCOLATION.

10. SLOPE SMOOTHLY BETWEEN INDICATED ELEVATIONS. SLOPE ALL EARTH BANKS 4:1 OR

FLATTER, UNLESS OTHERWISE NOTED

11. NEW GRADES SHOWN ARE FINISHED GRADES AND INCLUDES TOP OF TOPSOIL OR

SURFACES SUCH AS PAVEMENTS AND WALKS.

12. PROVIDE 4 INCHES OF TOPSOIL, SEED AND MULCH AT DISTURBED LAWN AREAS, EXCEPT AS

NOTED OTHERWISE. REUSE SALVAGED TOPSOIL, AUGMENT WITH IMPORTED MATERIAL TO

ACHIEVE REQUIRED DEPTH. EXISTING TOPSOIL SHALL BE STOCKPILED AND PREPARED FOR

RE-USE ON THE PROJECT.

13. TREES: TREES NOT INDICATED TO BE REMOVED OR TRANSPLANTED SHALL BE FENCED OFF

WITH 4' HIGH ORANGE CONSTRUCTION FENCE 10' FROM THE DRIP LINE OF THE TREE. ALL

MATERIALS GENERATED FROM REMOVING TREES OR STUMPS SHALL BE HANDLED AND

DISPOSED OF AS PER THE MICHIGAN DEPARTMENT OF AGRICULTURE REQUIREMENTS.

COST SHALL BE INCLUDED IN THE COST OF THE WORK.

14. GREAT CARE SHALL BE TAKEN BY CONTRACTOR'S TO AVOID DAMAGE TO VEGETATION

OUTSIDE THE LIMITS OF CONSTRUCTION AND TO KEEP THE CONSTRUCTION AREAS TO A

MINIMUM. DRIVING SHALL NOT BE PERMITTED OUTSIDE THE LIMITS OF CONSTRUCTION.

15. EARTHWORK QUANTITIES ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE FOR

DETERMINING THEIR OWN QUANTITIES FOR CONSTRUCTION PURPOSES.

SOIL EROSION AND SEDIMENTATION CONTROL

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, AND

DOCUMENTATION OF SEDIMENTATION, EROSION CONTROL, AND STORM WATER QUALITY

RELATED TO THE PROJECT. THIS SHALL BE DONE IN ACCORDANCE WITH PART 91, SOIL

EROSION AND SEDIMENTATION CONTROL, OF THE NATURAL RESOURCES AND

ENVIRONMENTAL PROTECTION ACT.

2. INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN EVENTS TO DETERMINE THE

EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY NECESSARY

IMPROVEMENTS OR REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

3. SEDIMENT AND EROSION FROM ALL WORK AREAS SHALL BE CONTAINED ON THE SITE,

AWAY FROM WETLANDS, OUTFALLS, WATERWAYS, AND ENVIRONMENTALLY SENSITIVE

AREAS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS,

STORM DRAINS, LAKES, AND PONDS.

4. PROVIDE MULCH BLANKETS FOR ALL SLOPES GREATER THAN 4:1. PROVIDE JUTE MATTING

OR HI-VELOCITY MULCH BLANKETS ON SLOPES GREATER THAN 3:1. STAKE PER

MANUFACTURERS RECOMMENDATIONS.

5. MAINTAIN EROSION CONTROL MEASURES UNTIL CONSTRUCTION IS COMPLETE AND LAWN

AREAS ARE FULLY DEVELOPED.

6. REMOVE TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES UPON

COMPLETION OF PROJECT.

7. IF AN EXISTING STORM SEWER SYSTEM HAS RECEIVED EXCESSIVE LOADING OF

SEDIMENTATION IN THE OPINION OF THE ENGINEER, THE SYSTEM DOWN STREAM SHALL BE

CLEANED IN ITS ENTIRETY. THIS MAY INCLUDE JETTING OF THE STORM SEWER AND

VACTORING OF THE DRAINAGE STRUCTURES. COST WILL BE INCIDENTAL TO THE UNIT

PRICE OF OTHER WORK.

8. IF THE CONTRACTOR FAILS TO FOLLOW THE GUIDELINES IDENTIFIED ABOVE, THE OWNER

WILL SUSPEND WORK UNTIL REMEDIAL ACTION HAS BEEN PERFORMED.

SEQUENCE OF EROSION AND SEDIMENTATION CONTROL OPERATIONS:

1. CONTRACTOR SHALL PREPARE A CONSTRUCTION SEQUENCE AND SESC PLAN AND SUBMIT

FOR APPROVAL PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS.

2. A PERIMETER DEFENSE WILL BE INSTALLED PRIOR TO CONSTRUCTION TO CONTAIN RUNOFF

FROM ALL PROPOSED DISTURBED AREAS. SEDIMENT CONTROL WILL BE INITIATED WHICH

WILL CONSIST OF MAINTAINING ALL EXISTING VEGETATION AND DIRECTING ALL RUNOFF

ON SITE.

3. DURING CONSTRUCTION THE ENDS OF ALL OPEN PIPES WILL BE PROTECTED BY FILTER

FABRIC, STONE FILTERS OR OTHER APPROVED MEANS. ALL DRAINAGE STRUCTURES SHALL

HAVE INLET PROTECTION, FABRIC DROP INSTALLED.

4. AT THE COMPLETION OF THE CONSTRUCTION, TEMPORARY CONTROL MEASURES ARE TO

BE REMOVED AND CONVERTED TO PERMANENT CONTROLS. FINAL GRADING IS TO BE

COMPLETED AND THE GROUND PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL

BE REMOVED AND ANY BARE SPOTS ARE TO BE SEEDED. CATCH BASINS AND DRAIN INLETS

ARE TO BE CAREFULLY UNCOVERED AND ANY SEDIMENT OR DEBRIS IS TO BE REMOVED.

5. CONTRACTOR IS TO SEED CRITICAL AREAS IDENTIFIED BY OWNER OR OWNER'S

REPRESENTATIVE DAILY, WHEN THOSE AREAS ARE SUBJECT TO EARTH CHANGES.

CONTRACTOR IS ALSO RESPONSIBLE FOR REGULAR MAINTENANCE OF PLANT COVER IN

THESE AREAS. COVER SHALL BE MAINTAINED SO AS TO CONTROL SOIL EROSION.

6. ALL DENUDED AREA'S ARE TO BE SEEDED AND MULCHED DAILY, UPON COMPLETION OF

FINAL GRADING.

7. AT THE CONCLUSION OF CONSTRUCTION, THE OWNER WILL ASSUME THE RESPONSIBILITY

FOR PERMANENT MAINTENANCE OF THE EROSION AND SEDIMENTATION CONTROL

MEASURES.

8. PROVIDE DUST CONTROL WITH AN ON-SITE WATER WAGON. WATER SHALL BE

IMPLEMENTED AS NEEDED AND AT THE DIRECTION OF THE OWNERS AGENT.

HMA PAVING

1. ALL HOT MIX ASPHALT AND CONCRETE PAVING SHALL CONFORM TO THE 2012 MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

2. RESTORE PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACT OPERATIONS TO

THEIR ORIGINAL CONDITION OR BETTER.

3. PROTECT PAVEMENT AFTER FINAL ROLLING FROM VEHICULAR TRAFFIC UNTIL THE SURFACE

HAS COOLED SUFFICIENTLY TO PREVENT ABRASION.

4. PROVIDE 4 INCH WIDE WHITE PAINT STRIPING FOR LANE STRIPING AND PARKING STALLS.

PROVIDE 4 INCH WIDE YELLOW PAINT STRIPING FOR NO PARKING AREAS. PROVIDE 4 INCH

WIDE BLUE PAINT STRIPING FOR HANDICAP ACCESSIBLE STALLS. ALL STRIPING TO BE PER

2012 MDOT SSFC REGULAR DRY PAVEMENT MARKINGS.

5. LANE MARKING SYMBOLS, ARROWS, STOP BARS, ETC. SHALL BE THERMOPLASTIC AND

ROLLED INTO HMA PER MANUFACTURERS RECOMMENDATIONS.

HAZARDOUS MATERIALS

1. HAZARDOUS MATERIALS: THERE WILL BE NO ONSITE STORAGE OF CHEMICALS, SALTS,

FLAMMABLE MATERIALS, OR HAZARDOUS MATERIALS.

GENERAL CIVIL NOTES

1. PRIOR TO SUBMITTING PROPOSAL, VERIFY ALL CONDITIONS GOVERNING OR AFFECTING

THE CIVIL WORK; OBTAIN AND VERIFY ALL DIMENSIONS TO ENSURE THE PROPER FIT AND

LOCATION OF THE CIVIL WORK, TAKE ADDITIONAL DIMENSIONS AS REQUIRED; REPORT TO

THE ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE

AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK;

FAMILIARIZE YOURSELF WITH THE ACTUAL CONDITIONS OF THE CIVIL WORK, ACCESS TO

THE SITE, AVAILABLE STORAGE SPACE, FACILITIES AND OBSTRUCTIONS THAT MAY BE

ENCOUNTERED DURING THE PROGRESS OF WORK.

2. CONTRACTOR TO FURNISH ALL NECESSARY LABOR, MATERIAL, EQUIPMENT AND FACILITIES

TO FURNISH, FABRICATE AND PERFORM THE REQUIRED CIVIL WORK.

3. ANY EXISTING CONSTRUCTION TO BE MODIFIED AS A PART OF THIS CONTRACT SHALL BE

REBUILT OR REPAIRED TO ORIGINAL CONDITION OR BETTER.

4. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED,

WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS

CONTRACT, THE EXISTING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR TO THE EXTENT DETERMINED BY THE ENGINEER AND AT NO ADDITIONAL

COST TO THE CONTRACT.

5. CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED INDEPENDENT THIRD PARTY TO

PROVIDE QUALITY CONTROL SERVICES AS REQUIRED FOR THIS PROJECT.

THE OWNER MAY RETAIN AN INDEPENDENT TESTING AGENCY TO VERIFY COMPLIANCE (QA)

WITH THE REQUIREMENTS OF THE WORK. CONTRACTOR SHALL PROVIDE ACCESS AND

ACCOMODATE OWNERS REPRESENTATIVE AS REQUIRED FOR TESTING PURPOSES.

6. ALL WORK REFERENCED TO THE MDOT SSFC SHALL BE IN ACCORDANCE WITH THE LATEST

REVISION AND ERRATA, UNLESS MODIFIED HEREIN.

7. THE GENERAL CIVIL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND

SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS,

AND/OR THE GENERAL CIVIL NOTES, THE STRICTEST PROVISION AS DETERMINED BY THE

ENGINEER SHALL GOVERN.

8. ALL MATERIALS, WORK, AND WORKMANSHIP SHALL CONFORM TO APPLICABLE FEDERAL,

STATE AND LOCAL CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS,

AND UTILITY COMPANY REGULATIONS.

9. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AND THE

OCCUPATIONAL SAFETY STANDARDS (OSHA) AS ISSUED BY THE U.S. DEPARTMENT OF

LABOR AND THE MICHIGAN DEPARTMENT OF LABOR (MIOSHA).

10. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL THE EXISTING CONDITIONS

AT THE SITE INCLUDING UTILITIES, SERVICES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR

ANY DAMAGES THEY CAUSE TO BOTH EXISTING, NEW CONSTRUCTION, PROPERTY AND ANY

UNAUTHORIZED DISRUPTION TO ADJACENT OWNERS NORMAL USE OF UTILITIES, SERVICES,

AND THE SURROUNDING FACILITIES.

11. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION PRIOR TO MAKING CHANGES TO, OR

INTERRUPTIONS OF UTILITIES AND SHALL COMPLY WITH SPECIAL INSTRUCTIONS FROM THE

OWNER TO MINIMIZE THE EFFECT ON THEIR OPERATIONS. PRIOR TO ANY EXCAVATION,

EARTH MOVING WORK OR REMOVAL OF ANY PIPE FROM SERVICE, THE CONTRACTOR

SHALL REVIEW WITH THE OWNER'S REPRESENTATIVE THE LOCATION OF THE

UNDERGROUND UTILITIES, SERVICE AND STRUCTURES IN THE AREA WHERE THE WORK IS

BEING PERFORMED. PROVIDE FULL TIME SUPERVISION DURING ALL EXCAVATION AND

EARTH MOVING OPERATIONS AND TAKE ALL RESPONSIBLE PRECAUTIONS TO PROTECT

EXISTING UTILITIES, SERVICES AND OPERATIONS FROM DAMAGE OR DISRUPTIONS.

12. PROVIDE BARRIER PROTECTION FOR VEHICULAR AND PEDESTRIAN TRAFFIC AT

EXCAVATIONS. TEMPORARY FENCING, BARRICADING AND PEDESTRIAN ROUTING SHALL BE

COORDINATED WITH AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

13. ALL WORK IN THE PUBLIC RIGHT OF WAY SHALL BE DONE WITH THE PRIOR KNOWLEDGE

AND CONSENT OF OFFICIALS HAVING JURISDICTION. MINIMIZE DISRUPTION OF TRAFFIC

FLOW DURING WORK.

14. DISPOSE OF ALL UNSUITABLE SOILS AND WASTE MATERIALS (NEW AND EXISTING) OFF SITE

IN A LEGAL MANNER. EXCAVATED SOILS FREE OF CONTAMINATION MAY BE SPREAD EVENLY

OVER ADJACENT UNDEVELOPED AREAS OF OWNERS PROPERTY.

15. PERFORM FINAL CLEANUP OF WORK AREAS. LEAVE WORK IN A COMPLETE AND

ACCEPTABLE MANNER. PERFORM ALL ACTIVITIES NECESSARY TO ACHIEVE COMPLETION

WHETHER SPECIFICALLY SHOWN OR DETAILED ON THE DRAWINGS.

16. ALL CIVIL WORK SHALL BE COORDINATED WITH AND IN CONJUNCTION WITH THE WORK OF

THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND

LANDSCAPE PLANS.

17. A GEOTECHNICAL REPORT WAS PREPARED FOR THIS SITE BY PREIN AND NEWHOF DATED

JUNE 18, 2019. PLEASE REFER TO THIS REPORT FOR ADDITIONAL INFORMATION.

18. IF ANY ARTIFACTS ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP AND

THE OWNERS' REPRESENTATIVE/ PROJECT MANAGER SHALL BE IMMEDIATELY NOTIFIED.

ARTIFACTS OR ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES,

AND OTHER RECORDS OF ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE

SITES, CAMPSITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE

OR COPPER IMPLEMENTS, POTTERY OR SHARDS OF POTTERY, OR OTHER OBJECTS RELATING

TO NATIVE AMERICAN OCCUPATION; MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND

OTHER ARTIFACTS RELATING TO HISTORIC, COLONIAL, TERRITORIAL AND EARLY

STATEHOOD PERIODS.

CLEARING, GRUBBING, & EARTHWORK

1. AT THE START OF EARTHWORK OPERATIONS, ALL SURFACE VEGETATION SHALL BE CLEARED

AND THE EXISTING TOPSOIL AND ANY OTHER ORGANIC SOILS SHALL BE REMOVED IN THEIR

ENTIRETY FROM BELOW THE PROPOSED BUILDING AND PAVEMENT AREAS. CONCRETE,

STUMPS AND OTHER DEBRIS SHALL BE REMOVED COMPLETELY FROM WITHIN THE WORK

AREA. DISPOSE OF VEGETATIVE MATTER AND DEBRIS OFFSITE.

2. THE SUB-GRADE SHOULD BE THOROUGHLY PROOF-ROLLED WITH A HEAVY RUBBER-TIRED

VEHICLE SUCH AS A LOADED DUMP TRUCK. ANY AREAS THAT EXHIBIT EXCESSIVE PUMPING

AND YIELDING DURING PROOF-ROLLING SHOULD BE STABILIZED BY AERATION, DRYING

AND COMPACTION IF WEATHER CONDITIONS ARE FAVORABLE, OR REMOVAL AND

REPLACEMENT WITH ENGINEERED FILL.

3. ALL EXCAVATIONS ARE SUBJECT TO THE APPROVAL OF THE DESIGNER OF RECORD WHO

SHALL BE CONSULTED WHEN POOR SOIL, WATER, OBSTRUCTIONS, PIPING, EXISTING

FOOTINGS, EXCAVATIONS, ETC. ARE ENCOUNTERED.

4. CONTRACTOR SHALL FURNISH AND OPERATE ALL REQUIRED EQUIPMENT TO MAINTAIN A

DRY EXCAVATION UNTIL BACKFILL IS COMPLETE.

5. MATERIAL FOR BACKFILL OR ENGINEERED FILL REQUIRED TO ACHIEVE DESIGN GRADES

SHOULD CONSIST OF NON-ORGANIC SOILS AND HAVE NO CLUMPS LARGER THAN 2 INCH IN

ANY DIMENSION. THE ON-SITE SOILS THAT ARE FREE OF ORGANIC MATTER AND DEBRIS

LESS THAN 2 INCHES IN ANY DIMENSION MAY BE USED FOR ENGINEERED FILL WITH

ENGINEERS APPROVAL.

6. BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF ITS' MAXIMUM DENSITY AS

DETERMINED BY THE MODIFIED PROCTOR METHODS (ASTM D1557), IN LIFTS NOT

EXCEEDING 12-INCHES IN LOOSE THICKNESS.

7. FROZEN MATERIAL SHALL NOT BE USED AS FILL, NOR SHALL FILL BE PLACED ON FROZEN

SUB-GRADE.

8. BACKFILL GRADE BEAMS, FOOTINGS, AND STRUCTURES EQUALLY TO PREVENT ECCENTRIC

LOADINGS.

UTILITIES

1. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171, 811, OR ONLINE AT ELOCATE. MISSDIG.ORG A

MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS

PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN

PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF

THE "MISS DIG" ALERT SYSTEM.

2.

MINIMUM COVER OF UNDERGROUND UTILITIES:

WATER 6 FT OUTSIDE THE INFLUENCE OF DRIVEN WAY, 7 FT WITHIN

NATURAL GAS 2.5 FT

SANITARY SEWERS 4.0 FT

ALL OTHERS 2.5 FT

PROVIDE TEMPORARY PROTECTION AS REQUIRED UNTIL COVER IS COMPLETED. INFORM

OWNER'S REPRESENTATIVE IF AVAILABLE COVER, AT INDICATED ELEVATIONS, IS LESS THAN

MINIMUM.

3. EXISTING UTILITIES: INFORMATION HAS BEEN OBTAINED FROM EXISTING AVAILABLE DRAWINGS AND

SURFACE FEATURES SHOWN ON THE TOPOGRAPHIC SURVEY. VERIFY THE INFORMATION BEFORE

CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES OR INTERFERENCES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER LINES, STORM OR SEWER MAINS DURING THE CONSTRUCTION OF THIS PROJECT. THEY SHALL BE REPAIRED TO THE

SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE PROJECT.

5. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE

FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO THE START OF

CONSTRUCTION.

6. ADJUST THE FRAME AND COVER OF CATCH BASINS AND MANHOLES THAT ARE NOT INDICATED TO BE

ABANDONED OR REMOVED, TO FINISH GRADE ELEVATION. ADJUSTMENTS SHALL BE MADE USING

PRECAST GRADE RINGS.

7. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. THE OWNER'S REPRESENTATIVE

MAY CONFIRM, ADJUST OR REVISE DESIGN ELEVATIONS OF THE PROPOSED UTILITIES.

8. ALL CONNECTIONS TO EXISTING MUNICIPAL UTILITIES SHALL BE OBSERVED BY AN OFFICIAL OF THE

MUNICIPALITY OR THEIR DESIGNATED REPRESENTATIVE.

9. PROVIDE A MINIMUM OF 24 HOURS NOTICE TO MUNICIPALITY PRIOR TO MAKING CONNECTIONS.

SEWER

1. ALL SEWER PIPE AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE LOCAL MUNICIPALITY

AND THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY (EGLE).

2. SANITARY SEWER SERVICES SHALL BE INSTALLED AT THE MAXIMUM POSSIBLE DEPTH STARTING AT

PROPERTY LINE. WHERE LIMITED BY THE DEPTH OF THE EXISTING SEWER, SERVICES MAY BE

INSTALLED WITH A MINIMUM GRADE OF 1%.

3. ALL CHANGES IN DIRECTION, VERTICAL OR HORIZONTAL, SHALL BE MADE WITH A MAXIMUM

DEFLECTION OF 45 DEGREES WITH A MINIMUM OF 1 FOOT BETWEEN CENTER TO CENTER OF

SUCCESSIVE FITTINGS.

4. ALL CHANGES IN DIRECTION RESULTING IN A NET CHANGE OF 45 DEGREES OR MORE SHALL HAVE A

CLEANOUT INSTALLED.

5. PROVIDE A 5 MIL THICK, 3 INCH WIDE, DETECTABLE WARNING TAPE OVER ALL PVC SANITARY AND STORM SEWER LINES. WARNING TAPE SHALL BE 12-18 INCHES ABOVE AND DIRECTLY OVER THE BURIED UTILITY. TAPE SHALL BE IMPRINTED WITH THE WORDS "CAUTION - BURIED SEWER LINE BELOW". TAPE SHALL HAVE SOLID ALUMINUM CORE OF .35 MIL WITH TENSILE STRENGTH OF 35

LBS/INCH.

6. MATERIALS (UNLESS DESIGNATED OTHERWISE ON DRAWINGS)

SANITARY

GRAVITY SEWER 6" AND SMALLER - ASTM D1785 PVC SCH 40

GRAVITY SEWER 8" AND LARGER - ASTM D 3034 PVC SDR 26

FITTINGS - COMPATIBLE WITH SDR 26

CONNECTORS - PVC SLIP COUPLING OR FERNCO STRONG BACK

ROOF DRAINS

GRAVITY - 4" & 6" - ASTM D 1785 PVC SCH 40

8"-15" - ASTM D 3034, SDR 26 PVC

FITTINGS - COMPATIBLE WITH PIPE TYPE

CONNECTORS - FERNCO OR AS RECOMMENDED BY MANUFACTURER.

STORM - 12" AND LARGER - CL IV CONCRETE

7. ALL SANITARY SEWER 8" AND LARGER SHALL BE AIR TESTED AND MANDREL TESTED. AIR TEST SHALL BE PASS / FAIL AT 5 PSI FOR 5 MINUTES. MANDREL TEST SHALL USE A STANDARD 9 POINT "GO / NO GO" GAUGE. MANDREL TEST SHALL BE PERFORMED A MINIMUM 30 DAYS AFTER PIPE INSTALLATION.

8. ALL SANITARY SEWER 8" AND LARGER SHALL BE CLEANED AND TELEVISED AFTER TESTING IS COMPLETE. TELEVISING SHALL BE DONE BY A VENDOR SPECIALIZING IN THIS ACTIVITY. DVD OF

RESULTS AND A WRITTEN LOG SHALL BE PROVIDED TO OWNER AND SEWER SYSTEM OPERATOR.

WATER

1. ALL UNDERGROUND WATER PIPING AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE

LOCAL MUNICIPALITY AND THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND

ENERGY (EGLE).

2. ALL WATER PIPING SHALL HAVE A MINIMUM DEPTH OF COVER OF SIX FEET OUTSIDE THE 1:1

INFLUENCE OF TRAVELED WAYS, AND SEVEN FEET WITHIN THE 1:1 INFLUENCE.

3. WATER PIPING SHALL BE LAID IN THE MOST DIRECT ROUTE POSSIBLE.

4. MATERIALS

PVC WATER MAIN - AWWA C900, DR 18 W/DETECTABLE CAUTION TAPE

FITTINGS - MJ WITH RESTRAINTS (EBAA IRON 1100 SERIES) (AWWA C104, C110 AND C111)

WATER SERVICE - DRII HDPE CTS (ASTM D2737)

SERVICE BRASS - PACK JOINT (AWWA C800) WITH DOUBLE STRAP BRASS SERVICE SADDLE

CURB BOX - MINNEAPOLIS PATTERN, 3 PIECE, 1 1/2 INCH DIAMETER UPPER

SECTION, LID MARKED "WATER" WITH STATIONARY ROD

GATE VALVES - EJIW FLOW MASTER w/3 PIECE VALVE BOX (5 1/2 INCH), LID

MARKED "WATER" (AWWA C509)

FIRE HYDRANT - EJIW 5BR 250 w/6 INCH AUXILLARY VALVE AND BOX (AWWA C502)

5. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS AND

APPLICABLE SECTIONS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA) GUIDELINES.

6. ALL NEW COMPONENTS SHALL BE PRESSURE TESTED IN CONFORMANCE WITH LOCAL UTILITY

REQUIREMENTS. WHEN THERE ARE NO SUCH STANDARDS, HYDROSTATIC TESTING SHALL BE AT 150 PSI FOR A 2 HOUR DURATION. ALLOWABLE LEAKAGE SHALL BE IN ACCORDANCE WITH THE AWWA C600.

7. PERFORM DISINFECTION IN ACCORDANCE WITH AWWA C651. A MINIMUM OF TWO PASSING

(NON-DETECT) BACTERIOLOGICAL TESTS PERFORMED 24 HOURS APART ARE REQUIRED BEFORE

CONNECTING TO THE MUNICIPAL SYSTEM.

WATER (CONT.)

8. ALL CHANGES IN DIRECTION SHALL HAVE APPROPRIATE REACTION BACKING INSTALLED IN

ACCORDANCE WITH INDUSTRY STANDARDS. IN LIEU OF THRUST BLOCKING, EBAA IRON 1900

SPLIT SERRATED HARNESS RESTRAINTS MAY BE USED THE FIRST FOUR JOINTS EACH SIDE OF

FITTING. THRUST BLOCKS OR HARNESS RESTRAINTS ARE REQUIRED IN ADDITION TO MJ

RESTRAINTS.

9. PROVIDE A 5 MIL THICK, 3 INCH WIDE, DETECTABLE WARNING TAPE OVER ALL PVC AND HDPE

WATER LINES. WARNING TAPE SHALL BE 12-18 INCHES ABOVE AND DIRECTLY OVER THE

BURIED UTILITY. TAPE SHALL BE IMPRINTED WITH THE WORDS "CAUTION - BURIED WATER LINE BELOW". TAPE SHALL HAVE SOLID ALUMINUM CORE OF .35 MIL WITH TENSILE STRENGTH OF 35

LBS/INCH

CONCRETE CAST IN-PLACE

1. WORK SHALL BE PERFORMED BY A FIRM WITH A MINIMUM OF 3 YEARS OF EXPERIENCE IN THE

PLACEMENT AND FINISHING OF WORK OF THIS NATURE, AND CONFORM TO THE

REQUIREMENTS OF ACI 301 EXCEPT AS SPECIFIED BY STRUCTURAL REQUIREMENTS NOTED ON

THE DRAWINGS OR IN THE SPECIFICATIONS.

2. ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000

PSI, MAXIMUM W/C RATIO OF 0.45, AND AIR ENTRAINMENT OF 5%, +/- 1%.

3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND BE PROVIDED IN FLAT SHEETS.

OVERLAP 8 INCHES BETWEEN SHEETS.

4. CONSTRUCT JOINTS TRUE TO LINE WITH SURFACE'S PERPENDICULAR TO SURFACE PLANE OF

CONCRETE.

5. CONSTRUCT CONTRACTION JOINTS AS SHOWN ON THE DRAWINGS OR MDOT DETAILS R-28

AND R-29.

6. APPLY A NON-SLIP BROOM FINISH TO ALL EXTERIOR CONCRETE UNLESS INDICATED OTHERWISE.

7. PROTECT CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT

TEMPERATURES.

8. PREVENT TRAFFIC OR PLACEMENT OF LOADS ON CONCRETE PRIOR TO REACHING DESIGN

STRENGTH. REPLACE THOSE SECTIONS PREMATURELY LOADED.

CONTRACTOR REQUIRED QUALITY CONTROL

1. CONTRACTOR SHALL RETAIN AND PAY FOR QUALITY CONTROL SERVICES FROM AN

INDEPENDENT THIRD PARTY QUALIFIED TO PERFORM THESE SERVICES.

2. INSPECTOR / TECHNICIAN MUST HAVE CURRENT CERTIFICATION TO PERFORM THE RESPECTIVE

TASKS. (LEVEL 1 AGGREGATE, BITUMINOUS, AND CONCRETE CERTIFICATION; DENSITY

TECHNICIAN

3. TESTS SHALL BE PERFORMED ON THE FOLLOWING MATERIALS AT THE SPECIFIED FREQUENCY

A.) GRANULAR SUB-BASE : DENSITY 1/1500 SFT/PER 12 IN LIFT

GRADATION 1/500 CYD

B.) AGGREGATE BASE, DENSITY 1/1000 SFT

SURFACE COURSE GRADATION 1/300 CYD

AND SHOULDERS :

C.) HMA : DENSITY 1/500 SYD PER LIFT

D.) CONCRETE : SLUMP 1/50 CYD

AIR % 1/50 CYD

COMPRESSIVE STRENGTH 5 CYLINDERS/50 CYD

E.) TRENCH BACKFILL : ONCE PER LIFT EVERY 250 LINEAL FEET OF TRENCH

4. PROVIDE RESULTS TO OWNER AND ENGINEER NO LATER THAN 5 DAYS AFTER TESTING.

5. NON-PASSING TESTS ARE TO BE REWORKED BY CONTRACTOR UNTIL ACCEPTABLE RESULTS ARE

OBTAINED.

AS CONSTRUCTED RECORD

1. CONTRACTOR TO PROVIDE ENGINEER A SET OF "AS-BUILT" RECORD DRAWINGS SHOWING ANY

REVISIONS TO PROPOSED PLAN IN RED.

2. ALL BURIED WORK SHALL BE WITNESSED AT EACH CHANGE IN DIRECTION, CONNECTION POINT, AND FOUNDATION PENETRATION.

3. WITNESS POINTS SHALL BE TO PERMANENT FEATURES (POWER POLES, FIRE HYDRANTS,

MANHOLE FRAME & LID, ETC.) AND SHALL BE TO THREE FEATURES. IF ONLY TWO FEATURES

ARE AVAILABLE, THEY SHALL BE BETWEEN 120 AND 180 DEGREES APART.

4. FINAL PAYMENT WILL NOT BE MADE UNTIL THE AS-CONSTRUCTED DRAWINGS ARE PROVIDED

TO AND ACCEPTED BY THE ENGINEER.

SUBMITTALS:

1. SUBMIT ELECTRONIC VERSIONS (PDF) FOR SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND

OTHER SUBMITTALS.

2. SUBMITTALS SHALL BE NUMBERED SEQUENTIALLY. RESUBMISSIONS SHALL UTILIZE SAME

NUMBER AS ORIGINAL BUT SHALL BE DESIGNATED AS A RESUBMITTAL BY THE ADDITION OF A

LETTER FOLLOWING THE NUMERIC IDENTIFIER. (IE: ORIGINAL - 1, RESUBMITTAL - 1A)

3. ALLOW 10 DAYS FOR INITIAL REVIEWS, 7 DAYS FOR RESUBMITTALS.

4. INCLUDE FOLLOWING ON EACH SUBMITTAL:

A. PRIME CONTRACTOR'S NAME

B. SUBCONTRACTOR'S NAME (INSTALLER)

C. NAME OF SUPPLIER

D. PROJECT NAME

E. DATE

5. PROVIDE ADEQUATE CLEAR SPACE (2 1/2" X 2 1/2") FOR ENGINEERS USE IN APPROVAL

MARKINGS AND ACTION.

6. SUBMIT CATALOG CUTS, PRODUCT SPECIFICATIONS, COLOR CHARTS, COMPLIANCE

STATEMENTS, TESTING AGENCY APPROVALS AND SEALS, AND OTHER INFORMATION AS

REQUIRED TO VERIFY CONFORMANCE WITH PROJECT REQUIREMENTS.

7. CIRCLE, UNDERLINE, HIGHLIGHT OR OTHERWISE IDENTIFY SPECIFIC PRODUCTS PROPOSED FOR

USE WHEN MULTIPLE ITEMS APPEAR ON A CUT SHEET.

8. NOTE ANY DEFICIENCIES OR WAIVER FROM REQUIRED STANDARD.

9. PROVIDE DATA ON FOLLOWING:

A. PIPE (DI, PVC, HDPE, CONCRETE) & FITTINGS

B. DRAINAGE STRUCTURES, BOOTS, AND FRAMES AND LIDS

C. EROSION CONTROL PRODUCTS - SILT FENCE, FABRIC DROPS AND GEOTEXTILE

D. QA/QC TESTING RECORDS (DENSITY, GRADATION, ETC)

E. CONCRETE MIX DESIGNS

F. HMA MIX DESIGN

G. MAINTENANCE DATA, CLOSEOUT SUBMITTALS, AND WARRANTIES.

H. INSTALLER, MANUFACTURER, PRODUCT, OR MATERIAL CERTIFICATES

ONCE PER DAY OR EVERY

50 CYD OR PORTION THEREOF

(1-7 DAY, 2-28 DAY, 2 HOLD)

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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SEPTIC TANK LID

ELEV - 1320.30

FENCE AND GATE TO BE

REMOVED BY OWNER

SB-1

SB-3

SB-2

SB-4

GAYLORD DNR - MULTI-DIVISION STORAGE GARAGE PROJECT

SURVEY NOTES:

1. THIS TOPOGRAPHIC AND PLANIMETRIC SURVEY WAS PERFORMED FOR THE MICHIGAN STATE DEPARTMENT OF NATURAL RESOURCES BETWEEN JUNE AND

AUGUST, 2019 .

2. CONTOUR INTERVAL BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. HORIZONTAL COORDINATES BASED ON MICHIGAN STATE PLANE COORDINATE SYSTEM WHICH IS BASED ON NAD83(2007). SCALE FACTOR IN THIS PROJECT AREA IS 0.99991379.

3. THIS PROJECT LIES WITHIN SECTION 32, T31N, R03W,TOWNSHIP OF LIVINGSTON, OTSEGO COUNTY, MICHIGAN.

4. CONTOUR INTERVAL SHOWN IS 1-FOOT.

5. UTILITY LOCATIONS ARE SHOWN PER INFORMATION PROVIDED BY THE DNR AND ARE APROXIMATE. LOCATIONS SHOULD BE VERIFIED AT THE TIME OF CONSTRUCTION. CONTRACTOR SHOULD ALSO CALL MISS DIG TO VERIFY ALL UNDERGROUND UTILITY LOCATIONS.

6. BOUNDARY LINES AND CALLS ARE SHOWN IN RELATION TO DNR SURVEY, JOB #75-06, BY KENNETH J. OSTLING, DATED APRIL 10, 1975.

7. THE LEGAL DESCRIPTION PROVIDED WAS QUIT CLAIM DEED LIBER 141 PAGE 379, NOVEMBER 3, 1970 OF OTSEGO COUNTY RECORDS. TOWNSHIP 31 NORTH, RANGE 3 WEST, SECTION 32. THAT PART OF THE S 12 OF THE SW 14 LYING SOUTH OF THE B. C. G. & A. RAILROAD, BEING 47.7 ACRES.

8. RIGHT OF WAY LINE OF STATE HIGHWAY M-32 IS APPROXIMATE.

Know what's below.

before you dig.Call

R

CLEAR, GRUB, REMOVE STUMPS, & SALVAGE TOPSOIL

NOTE: OWNER INTENDS TO REMOVE TIMBER PRIOR TO

WORK COMMENCING

AGGREGATE SURFACE COURSE TO BE SALVAGED

FOR REUSE

SB-X SOIL BORING LOCATIONS. SEE PREIN & NEWHOF

GEOTECHNICAL REPORT DATED JUNE 18, 2019 FOR

DETAILS

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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PEN

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AREA

SILT FENCE

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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PEN

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AREA

100'

30'

55'

20'

20'

80'

A C C

A

B

B

12' 5'

326'

84'

366'

R15'

R20' R15'

R10' R12'

R20'

R15'

R22'

75'

25'

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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LPEN

CATED BULLPEN

AREA

1323 1324 1325 1326

13231322 1321

1321 1320

1322.75(P)

1322.75(P)1322.75(P)

1323.25(P)

1323.50(P)

1323.75(P)

0.50%

0.50% 0.50%

8.0%

8.

0%

8.

0%

3.0%

1320.59

1320.05

1324.35(P)

1324.35(P) 1324.35(P)

1324.35(P) 1324.35(P)1324.35(P)

1323.25(P) 1323.25(P)

1323.25(P) 1323.25(P)1321

1321.42(E)

1321.67(E) 1321.20(P)

1319.08

GENERAL DRAINAGE FLOW

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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2" HDPE SDR9 CTS WATER SERVICE

USE STAINLESS STIFFENER

2" x 1" increaser CXC W/RESTRAINT

C16 - 12 - G - NL

1" FORD PACK JOINT TEE

TD 441 - 444 - G - NL*

1" CORPORATION STOP W/ BOX

FB 500 - 4 - G - NL

TO REPAIR GARAGE FROM WELL

EXISTING SERVICE

TO PROPOSED

4" OR 6" FERNCO ADAPTERS

4X4 OR

6X4 WYE*

SCH 40 PVC

FROM REPAIR GARAGE TO DRAIN FIELD

NEW SERVICE

4" SCH40 PVC

* - VERIFY EXISTING WATER SERVICE

MATERIAL IS PLASTIC OR COPPER TUBE

THREADED

COUPLING

2-3/4"

TO BE REMOVED

THREADED

COUPLING

* VERIFY EXISTING

SEWER SERVICE SIZE

PRIOR TO CUTTING

NOTE: ALL SERVICE BRASS CALLOUTS

ARE FORD METER BOX CO.

8' VARIES 8'

10' 10' 4' ≈18'

VARIES

5.5' TO 7.5' 2' 7.5' 8'

2' 2.

5'

2.

5'

2% (TYP)

2% (TYP)

4 3

EXISTING AGGREGATE SURFACE

PROPOSED AGGREGATE SURFACE

PROPOSED AGGREGATE SURFACE

MATCH EXISTING GRADE

MATCH EXISTING GRADEMATCH EXISTING GRADE

1323.25

1323.09

1320.59

1322.55

1320.05

1322.75

2'

2% (TYP)

VARIES

5.5' TO 7.5'2'

2' 7.5' 8'

2.

5'

2% (TYP)

PROPOSED AGGREGATE SURFACE

1323.09

1320.59 2% (TYP)

VARIES

1319.03

4" SEWER

PROVIDE 6 INCHES OF INSULATION, 16 LFT,

UNDER DITCH. SEE TRENCH DETAIL

2" WATER

1318.09

1319.08

1321.08

1.5%

EXISTING

AGGREGATE

SHOULDER

(REGRADE)

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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BACKFILL WITH ENGINEER APPROVED NATIVE

SOILS. IF INDICATED ON DRAWINGS OR DIRECTED

BY THE ENGINEER USE CLASS II GRANULAR

MATERIAL COMPACTED TO 92% MAX UNIT WEIGHT.

PAYMENT WILL BE BY THE LFT FOR TRENCH

BACKFILL.

BACKFILL MATERIAL PER SPECS.

FOR PLASTIC (PVC) PIPE:

MDOT 6A STONE

TRENCH UNDERCUT - WHERE DIRECTED BY

ENGINEER REPLACE UNSUITABLE SUBGRADE WITH

MDOT 6A STONE. PAID BY THE CYD WITH WIDTH

AS SHOWN AND DEPTH AS DIRECTED BY THE

ENGINEER.

4" UNDERCUT *

FOR HDPE, CONCRETE & DUCTILE IRON PIPE:

CLASS II GRANULAR MATERIAL. COMPACT TO 92%

MAXIMUM UNIT WEIGHT.

* IN AREAS OF ROCK EXCAVATION INCREASE TO 6

INCHES. CALCULATIONS FOR ROCK EXCAVATION

SHALL BE BASED ON DIMENSIONS SHOWN.

SHAPE TO FIT PIPE BARREL

D

2" RIGID FOAM INSULATION (XPS) WHERE

DIRECTED BY THE ENGINEER OR CALLED FOR ON

THE PLANS WHERE ADEQUATE COVER IS NOT

AVAILABLE. PROVIDE 6" UNDER DITCH AREA.

4,000 PSI CONCRETE

NOTE: A THICKENED EDGE SHALL BE PROVIDED ALONG THE TRAVELED WAY

PROPOSED AGGREGATE SURFACE

(SEE DETAIL THIS SHEET)

#4 BAR CONTINUOUS

1" RADIUS

6" APRON

(SEE DETAIL

THIS SHEET)

6" MDOT 23A OR SALVAGED AGGREGATE*

BASE COMPACTED TO 98% MAX. UNIT WEIGHT

12" MIN. MDOT CLASS II GRANULAR

MATERIAL COMPACTED TO 95% MAX.

UNIT WEIGHT

IN SITU SOIL, PROOF-ROLLED

2'-0"Ø X 3'-6" DP.

CONC. FOUNDATION FOR POST

GRADE OR PAVEMENT

ROUND TOP W/ CONCRETE

3' -0

6"

1" 6'

6"Ø STEEL PIPE, SCH 40, FILL W/ CONCRETE.

POLYESTER POWDER COAT OVER EPOXY

PRIMER OR EAGLE HDPE MODEL 1730

YELLOW POST SLEEVE OVER PRIMER. PAINT

YELLOW PER ARCHITECTS PALETTE.

4"x4" WYE

FROM BUILDING

4" PVC

BEDDING

12" MDOT 6A

RISERS W/LIDS FLUSH

W/ CONCRETE SURFACE

ACCESS RISER

4" PVC SCH 40

DRAIN PIPE

2"x24" RIGID INSULATION

OVER PIPE AND TANK

INSULATE UPPER 2 FEET

OF TANK WALLS

2% TO DRAINFIELD

INSTALL BIOFILTER

NOTE: INSTALL TEE IN OUTLET WITH DROP PIPE

EXTENDING TO CENTER DEPTH OF TANK AND

OPEN TO AIR ABOVE LIQUID LEVEL

4" PVC

INV 1321.38'

INV. 1321.13'

1000 GAL SEPTIC

TANK

4" GRANULAR BASE, CIP

MDOT CLASS II

1000 GAL SEPTIC

TANK

6" PVC 45° BENDS

FLOW

WYE TO BE SAME AS MAIN LINE SIZE

6" WYE BRANCH

1/4"

1/2"/FT

3/4"

4"

EJ 3651 ACCESS FRAME & COVER

4" BUSHING, SLIP X THREAD W/ CAP

GRADE

2"

RECESSED HANDLE IN COVER

6" 4000 PSI CONCRETE COLLAR

NOTE: IN TURF AREAS RECESS LID 2 INCHES BELOW GRADE

48"

4000 PSI CONCRETE

≈ RIM

1324.65

≈ RIM

1324.60

FLANGE DIA.

25 34"

COVER DIA

23 12" 2

1 2

I.D. 23 12"

CLEAR DISTANCE

22"

O.D. 27 34"

RISER

EJ V-1700-2 FRAME WITH

V-1600 SOLID COVER

*FRAME TO BE CAST IN

CONCRETE APRON

'-0

'-0

'-1

1'

D+18 INCHES

8"

6"

" 1 '6

10'

(T

YP

4"

* IF SALVAGED AGGREGATE IS USED IT SHALL BE

SPREAD UNIFORMLY OVER ENTIRE AREA, GRADED

AND COMPACTED. VIRGIN MATERIAL SHALL THEN

BE PLACED TO COMPRISE THE REQUIRED DEPTH.

6"

3" 4"

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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