Civil Plans.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 210000000208 3
- Issued by
- Oscoda County, Fruitport Village, Michigan
About this file
This is a civil plans document prepared by Sidock Group, Inc. for the Michigan Department of Natural Resources Multi-Division Storage Facility project located in Gaylord, Michigan. The project involves site clearing, grubbing, earthwork, erosion and sedimentation control, utilities installation, drainage systems, and pavement work at the 47.7-acre site in Section 32, Township 31 North, Range 3 West. The contractor is responsible for all clearing and removal of vegetation, salvaging topsoil for reuse, installing 4 inches of topsoil with seed and mulch on disturbed lawn areas, slope construction at 4:1 or flatter, and providing proper drainage through natural percolation. The work includes implementation and maintenance of soil erosion and sedimentation control measures in accordance with Michigan's Natural Resources and Environmental Protection Act, with weekly inspections and maintenance until construction completion and full lawn development. Key utilities work encompasses water service installation using 2-inch HDPE CTS piping, sanitary sewer connections with PVC materials meeting ASTM standards, and a 1,000-gallon septic tank system with proper grading and drainage.
The contractor must furnish all labor, materials, equipment, and facilities necessary for completion and is responsible for quality control services through an independent third-party qualified inspector holding current Level 1 certifications. Testing frequency requirements specify density testing for granular materials at 1 per 1,500 square feet, HMA density at 1 per 500 square yards, and concrete testing at specified intervals including slump, air content, and compressive strength determinations. All work must comply with the 2012 MDOT Standard Specifications for Construction, applicable federal and state codes, OSHA standards, and industry standards. The contractor must maintain erosion control measures until construction completion, remove all temporary control measures, and provide as-built record drawings showing all revisions in red prior to final payment. Utility coordination requires calling Miss Dig 811 a minimum of three working days before excavation, with minimum cover requirements of six feet for water mains outside traveled ways and seven feet within the influence of driveways.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addendum No. 1.pdf | ||
| Mechanical Plans.pdf | ||
| Architectural Plans.pdf | ||
| Addendum No. 1 Attachment (Electrical Specs).pdf | ||
| Electrical Plans.pdf | ||
| Structural Notes 2.pdf | ||
| Advertisement.pdf | ||
| Addendum 2 19239.pdf | ||
| Structural Plans.pdf | ||
| Specifications.pdf | ||
| Cover Sheets.pdf | ||
| Addendum No. 1 Attachment (Pre-Bid RFI Log_3.17.21).pdf | ||
| Structural Notes 1.pdf |
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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)
D E
P A
R T
M E
N T
O
F
N
A T
U R
A L
R
E S
O U
R C
E S
S T
A T
E
O
F
M
I C
H I G
A N
D E
S I G
N
A
D
C
N
S T
R U
C T
I O
N
D
I V
I S
I O
N
J M
M
J M
M
R
W G
C
N A
J M
M
R
E V
P
E R
M I T
T J R
D N
R
M
U L
T I D
I V
I S
I O
N
S
T O
R A
G E
A C
I L
I T
Y
G A
Y L O
R D
M
I
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
G E
N E
R A
L
N
O T
E S
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
INDEX CODE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ROBERT C. HALL, RA, NCARB, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
N.A.
E
P A
R T
M E
N
A T
U R
A L
R
E S
O U
R C
E S
S T
A T
E
O
F
M
I C
H I G
A N
D E
S I G
N
A
N
S T
R U
C T
I O
N
D
I V
I S
I O
N
J M
M
J M
M
R
W G
C
N A
J M
M
R
E V
P
E R
M I T
T J R
D N
R
M
U L
T I D
I V
I S
I O
N
S
T O
R A
C
I L
I T
Y
G A
Y L O
R D
M
I
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
L E
G E
N D
AutoCAD SHX Text
PROPERTY OWNERSHIP ARROW
AutoCAD SHX Text
QUARTER QUARTER CORNER
AutoCAD SHX Text
HMA APPROACH/DRIVEWAY
AutoCAD SHX Text
MISCELLANEOUS CONCRETE PAVEMENT
AutoCAD SHX Text
REMOVING SIDEWALK
AutoCAD SHX Text
REMOVING PAVEMENT
AutoCAD SHX Text
COLD-MILLING (HMA/CONCRETE)
AutoCAD SHX Text
HMA BASE CRUSH & SHAPE OR RUBBLIZE
AutoCAD SHX Text
HEDGE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text
ELECTRIC LINE
AutoCAD SHX Text
NATURAL GAS LINE
AutoCAD SHX Text
TELEPHONE LINE
AutoCAD SHX Text
CABLE TV LINE
AutoCAD SHX Text
FIBER OPTICS LINE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
ELECTRIC LINE OVERHEAD
AutoCAD SHX Text
CABLE TV LINE OVERHEAD
AutoCAD SHX Text
TEST HOLE NUMBER
AutoCAD SHX Text
CONTIGUOUS PROPERTY SYMBOL
AutoCAD SHX Text
PARCEL NUMBER BOX
AutoCAD SHX Text
SECTION CORNER
AutoCAD SHX Text
QUARTER CORNER
AutoCAD SHX Text
PROPERTY CORNER
AutoCAD SHX Text
REFERENCE MARKER
AutoCAD SHX Text
CITY LIMITS LINE
AutoCAD SHX Text
TRAFFIC FLOW ARROW
AutoCAD SHX Text
REM CURB OR CURB & GUTTER
AutoCAD SHX Text 123456
AutoCAD SHX Text
TH#25
AutoCAD SHX Text
ADJUST
AutoCAD SHX Text
ADJ
AutoCAD SHX Text
ABANDON
AutoCAD SHX Text
BULKHEAD
AutoCAD SHX Text
CLEARING
AutoCAD SHX Text
REMOVAL
AutoCAD SHX Text
SA
AutoCAD SHX Text F
AutoCAD SHX Text
ST
AutoCAD SHX Text
SANITARY MANHOLE
AutoCAD SHX Text
STORM SEWER MANHOLE
AutoCAD SHX Text
STORM SEWER CATCH BASIN
AutoCAD SHX Text
HEADWALL
AutoCAD SHX Text
CULVERT END SECTION
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
DRAINAGE FLOW ARROW
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
SIGN WITH ONE POST
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
PRESERVE MONUMENT BOX
AutoCAD SHX Text
PROTECT MONUMENT CORNERS
AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text
PRESERVE
AutoCAD SHX Text
PROTECT
AutoCAD SHX Text
BM#___
AutoCAD SHX Text
CP#___
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
CONIFER TREE
AutoCAD SHX Text
DECIDUOUS TREE
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
SIDEWALK LANDING
AutoCAD SHX Text
NOTE: PROPOSED LINESTYLES AND SYMBOLS ARE THE SAME AS EXISTING EXCEPT BOLD
AutoCAD SHX Text
REAL ESTATE & SURVEY SYMBOLS
AutoCAD SHX Text
HALF SECTION CORNER
AutoCAD SHX Text
HALF QUARTER CORNER
AutoCAD SHX Text
SIGN WITH TWO POSTS
AutoCAD SHX Text
SALV
AutoCAD SHX Text
SALVAGE
AutoCAD SHX Text
WATER AND SEWER SYMBOLS
AutoCAD SHX Text
UTILITY SYMBOLS
AutoCAD SHX Text
ROW
AutoCAD SHX Text
ROW AND PROPERTY LINESTYLES
AutoCAD SHX Text
DRAINAGE COURSE
AutoCAD SHX Text
SWAMP AREA
AutoCAD SHX Text
OTHER LINESTYLES
AutoCAD SHX Text
PLAN SHEET PATTERNS
AutoCAD SHX Text
DETECTABLE WARNING SURFACE
AutoCAD SHX Text
WATER SERVICE CURB STOP BOX
AutoCAD SHX Text
WATER GATE VALVE AND BOX
AutoCAD SHX Text
GROUND WATER MONITORING WELL
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text %%uTYPICAL SECTION PATTERNS%%U
AutoCAD SHX Text
CB
AutoCAD SHX Text
REL-_
AutoCAD SHX Text
RELOCATE
AutoCAD SHX Text
HMA PAVEMENT (ALL)
AutoCAD SHX Text
MISCELLANEOUS SYMBOLS
AutoCAD SHX Text %%uUNDERGROUND UTILITY LINESTYLES%%U
AutoCAD SHX Text
GENERIC UTILITY MANHOLE
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
ELECTRICAL HANDHOLE
AutoCAD SHX Text
ELECTRICAL TRANSFORMER BOX
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
LIGHT STANDARD
AutoCAD SHX Text
TELEPHONE MANHOLE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text E
AutoCAD SHX Text
GAS LINE, PETROLEUM OR FIBER OPTIC MARKER
AutoCAD SHX Text
ELECTRIC & LIGHT POLE
AutoCAD SHX Text
ELECTRICAL, GUY OR TELEPHONE POLE
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text U
AutoCAD SHX Text
GUY ANCHOR
AutoCAD SHX Text
TELEPHONE LINE OVERHEAD
AutoCAD SHX Text
CULVERT/STORM SEWER
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
OIL PIPELINE
AutoCAD SHX Text
OVERHEAD UTILITY LINESTYLES
AutoCAD SHX Text
AGGREGATE BASE
AutoCAD SHX Text
CLASS II SUB-BASE
AutoCAD SHX Text %%uREMOVAL / DEMOLITION PATTERNS%%U
AutoCAD SHX Text %%uSPECIAL LEGEND THIS PROJECT%%U
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GAS
AutoCAD SHX Text
OIL
AutoCAD SHX Text
OIL
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
CTV
AutoCAD SHX Text
FO
AutoCAD SHX Text
WM
AutoCAD SHX Text
CTV
AutoCAD SHX Text
FO
AutoCAD SHX Text
WM
AutoCAD SHX Text
OH-E
AutoCAD SHX Text
OH-TEL
AutoCAD SHX Text
OH-CTV
AutoCAD SHX Text
OH-E
AutoCAD SHX Text
OH-TEL
AutoCAD SHX Text
OH-CTV
AutoCAD SHX Text
ST
AutoCAD SHX Text
ST
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text %%uDESIGN CRITERIA%%U
AutoCAD SHX Text ADT (YEAR) X,XXX X,XXX ADT PROJECTED (YEAR + 20) X,XXX X,XXX POSTED SPEED XX MPH XX MPH DESIGN SPEED XX MPHXX MPH
AutoCAD SHX Text %%uAPPLICABLE STANDARDS%%U
AutoCAD SHX Text R-28-I SIDEWALK RAMP AND DETECTABLE WARNING DETAILS SIDEWALK RAMP AND DETECTABLE WARNING DETAILS R-29-I DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK R-30-G CONCRETE CURB AND CONCRETE CURB & GUTTERCONCRETE CURB AND CONCRETE CURB & GUTTER
AutoCAD SHX Text %%uUTILITY CONTACT LIST%%U
AutoCAD SHX Text THE UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO IT'S ACCURACY AND THE LOCATION OF EXISTING UTILITIES. OWNER UTILITY UTILITY CONSUMERS ENERGY ELECTRIC ELECTRIC 100 N. EAST STREET BOYNE CITY, MI 49712 ATTENTION: BILL KAISER (SERVICE) PHONE: 231-582-8304 ATTENTION: GILES LITZNER (DISTRIBUTION) PHONE: 231-420-2515 CHARTER COMMUNICATIONS CATV CATV 2255 M-119 PETOSKEY, MI 49770 ATTENTION: STEVE THINEL PHONE: 231-631-5725 OTSEGO COUNTY ROAD COMMISSION ROADS ROADS 669 W. McKOY ROAD GAYLORD, MI 49735 ATTENTION: TOM DEANS PHONE: 989-732-5202 DEPT. OF PUBLIC WORKS SEWER & WATER SEWER & WATER CITY OF GAYLORD 102 E. SEVENTH STREET GAYLORD, MI 49735 PHONE: OFFICE 989-732-4060 OFFICE 989-732-4060 SEWER 989-732-0750 WAYNE DAVIS WATER 989-732-5475 ED THOLL DTE ENERGY NATURAL GAS NATURAL GAS 1250 MICH CON LANE, SW P.O. BOX 279 KALKASKA, MI 49646 ATTENTION: MATT LOGAN (DISTRIBUTION) PHONE: 231-258-3785 ATTENTION: GARY WARMBIER (TRANSMISSION) PHONE: 989-370-5368 FRONTIER COMMUNICATIONS TELEPHONE TELEPHONE 3249 FOREST GAYLORD, MI 49735 ATTENTION: CHUCK HARDIN PHONE: 989-350-2837
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
INDEX CODE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ROBERT C. HALL, RA, NCARB, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
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
OF THE SW
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
D E
P A
R T
M E
N
A T
U R
A L
R
E S
O U
R C
E S
S T
A T
E
O
F
M
I C
H I G
A N
D E
S I G
N
A
N
S T
R U
C T
I O
N
D
I V
I S
I O
N
J M
M
J M
M
R
W G
C
N A
J M
M
R
E V
P
E R
M I T
T J R
D N
R
M
U L
T I D
I V
I S
I O
N
S
T O
R A
C
I L
I T
Y
G A
Y L O
R D
M
I
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
E X
I S
T I N
G
C
O N
D I T
O N
S
M
O L I T
O N
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
REPAIR GARAGE
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
CP #3
AutoCAD SHX Text
CP #4
AutoCAD SHX Text
CP #5
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
BM 11: SPIKE E-FACE OF POWER POLE ELEV=1320.80'
AutoCAD SHX Text
DNR SERVICE CENTER FIRST FLOOR ELEV=1325.0'
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text 12" C.M.P.
AutoCAD SHX Text
W. END 12" C.M.P. INV.=1315.92'
AutoCAD SHX Text
E. END 12" C.M.P. INV.=1316.01'
AutoCAD SHX Text 12" C.M.P.
AutoCAD SHX Text
W. END 12" C.M.P. INV.=1316.15'
AutoCAD SHX Text
E. END 12" C.M.P. INV.=1315.97'
AutoCAD SHX Text
BENCHMARK: BOLT IN POWER POLE ELEV=1318.55'
AutoCAD SHX Text
BENCHMARK: RAILROAD SPIKE IN POWER POLE ELEV=1322.53'
AutoCAD SHX Text
SIGNAL BOX
AutoCAD SHX Text
BENCHMARK: DOUBLE NAIL IN POWER POLE ELEV=1323.31'
AutoCAD SHX Text S67°22'25"E
AutoCAD SHX Text
2635.12'(M GRID) S67°17'00"E 2635.5'(R)
AutoCAD SHX Text
S89°12'30"E 195.28'(M GRID) S89°02'50"E 195.4'(R)
AutoCAD SHX Text N00°30'26"W
AutoCAD SHX Text
1321.31'(M GRID)
AutoCAD SHX Text N89°10'13"W
AutoCAD SHX Text
2616.11'(M GRID)
AutoCAD SHX Text 2616.78'(R)
AutoCAD SHX Text
200' CONSUMERS POWER COMPANY RIGHT-OF-WAY
AutoCAD SHX Text 200'
AutoCAD SHX Text
S. 1/4 COR., SEC. 32,
AutoCAD SHX Text
%%UT. 31 N., R. 3 W.
AutoCAD SHX Text
SW COR., SEC. 32,
AutoCAD SHX Text
%%UT. 31 N., R. 3 W.
AutoCAD SHX Text
WEST LINE, SEC. 32
AutoCAD SHX Text
C/L MURNER RD. (66')
AutoCAD SHX Text
& N-S 1/4 LINE, SEC. 32
AutoCAD SHX Text
C/L STATE HIGHWAY M-32. (VARIABLE WIDTH)
AutoCAD SHX Text
& NORTH LINE, SEC. 5
AutoCAD SHX Text
B. C. G. & A. RAILROAD GRADE
AutoCAD SHX Text 33' R/W
AutoCAD SHX Text
SOUTH 1/8TH LINE
AutoCAD SHX Text
S00°00'21"W 342.71'(M GRID) S00°05'40"W 342.9'(R)
AutoCAD SHX Text N89°04'50"W
AutoCAD SHX Text N00°24'30"W
AutoCAD SHX Text 1322.0'(R)
AutoCAD SHX Text
DNR FIELD OFFICE
AutoCAD SHX Text
FISHERIES BUILDING
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
WOODS (CONTOURS ESTIMATED DUE TO TREE COVER)
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
MH RIM ELEV.= 1321.74'
AutoCAD SHX Text
%%UCP#1
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 1325.00
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
STORAGE BUILDING FIRST FLOOR ELEV=1324.73'
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
CONC. LOADING RAMP
AutoCAD SHX Text
REPAIR GARAGE OUTDOOR STORAGE (GRAVEL)
AutoCAD SHX Text
30' SLIDING GATE
AutoCAD SHX Text
AutoCAD SHX Text
SCALE
AutoCAD SHX Text : 1"=
AutoCAD SHX Text 100'
AutoCAD SHX Text 50'
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text CONTROL POINTS POINT NUMBER NORTHING EASTING DESCRIPTION NORTHING EASTING DESCRIPTION EASTING DESCRIPTION DESCRIPTION #1 623896.656 19597769.240 SOUTH CORNER SECTION 32 623896.656 19597769.240 SOUTH CORNER SECTION 32 19597769.240 SOUTH CORNER SECTION 32 SOUTH CORNER SECTION 32 14 CORNER SECTION 32 #2 623934.544 19595153.407 SOUTHWEST CORNER SECTION 32 623934.544 19595153.407 SOUTHWEST CORNER SECTION 32 19595153.407 SOUTHWEST CORNER SECTION 32 SOUTHWEST CORNER SECTION 32 #3 624373.886 19596374.977 SET ROD AND CAP 624373.886 19596374.977 SET ROD AND CAP 19596374.977 SET ROD AND CAP SET ROD AND CAP #4 624379.754 19596189.183 SET ROD AND CAP 624379.754 19596189.183 SET ROD AND CAP 19596189.183 SET ROD AND CAP SET ROD AND CAP #5 624530.117 19596191.915 SET ROD AND CAP624530.117 19596191.915 SET ROD AND CAP19596191.915 SET ROD AND CAPSET ROD AND CAP
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
INDEX CODE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ROBERT C. HALL, RA, NCARB, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
OPTIONAL BULLPEN
RELOCATED BULLPEN
AREA
SILT FENCE
D E
P A
R T
M E
N
A T
U R
A L
R
E S
O U
R C
E S
S T
A T
E
O
F
M
I C
H I G
A N
D E
S I G
N
A
N
S T
R U
C T
I O
N
D
I V
I S
I O
N
J M
M
J M
M
R
W G
C
N A
J M
M
R
E V
P
E R
M I T
T J R
D N
R
M
U L
T I D
I V
I S
I O
N
S
T O
R A
C
I L
I T
Y
G A
Y L O
R D
M
I
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
S O
I L
E
R O
S I O
N
A
S
D
I M
E N
T
C
O N
T R
O L
AutoCAD SHX Text
INFILTRATION AREA
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
REPAIR GARAGE
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
CP #3
AutoCAD SHX Text
CP #4
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
BM 11: SPIKE E-FACE OF POWER POLE ELEV=1320.80'
AutoCAD SHX Text
DNR SERVICE CENTER FIRST FLOOR ELEV=1325.0'
AutoCAD SHX Text S67°22'25"E
AutoCAD SHX Text
2635.12'(M GRID) S67°17'00"E 2635.5'(R)
AutoCAD SHX Text
200' CONSUMERS POWER COMPANY RIGHT-OF-WAY
AutoCAD SHX Text
DNR FIELD OFFICE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 1325.00
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
STORAGE BUILDING FIRST FLOOR ELEV=1324.73'
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
EX TANK & DRAIN FIELD
AutoCAD SHX Text
PROPOSED BUILDING SEE ARCHITECTURAL SHEET FFE - 1324.75
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CONC. LOADING RAMP
AutoCAD SHX Text
INFILTRATION AREA
AutoCAD SHX Text
INFILTRATION AREA
AutoCAD SHX Text
INFILTRATION AREA
AutoCAD SHX Text
AutoCAD SHX Text
SCALE
AutoCAD SHX Text : 1"=
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text
TEMPORARY SEEDING
AutoCAD SHX Text
PERMANENT SEEDING
AutoCAD SHX Text
SODDING
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
MULCH BLANKETS
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text Stabilization method utilized on construction sites where earth change has been initiated but not completed within a 2 week period.
AutoCAD SHX Text Stabilization method utilized on sites where earth change has been completed (final grading attained).
AutoCAD SHX Text On exposed slopes, newly seeded areas, new ditch bottoms, or areas subject to erosion.
AutoCAD SHX Text On areas and slopes where immediate stabilization is required.
AutoCAD SHX Text For use on construction sites, unpaved roads, etc. to reduce dust and sedimentation from wind and construction activities.
AutoCAD SHX Text Use along shorelines, waterways, or where concentrated flows occur. Slows velocity, reduces sediment load, and reduces erosion.
AutoCAD SHX Text
MULCH
AutoCAD SHX Text For use in areas subject to erosive surface flows or severe wind or on newly seeded areas.
AutoCAD SHX Text E12
AutoCAD SHX Text
WHERE USED
AutoCAD SHX Text E7
AutoCAD SHX Text E10
AutoCAD SHX Text E9
AutoCAD SHX Text E8
AutoCAD SHX Text E6
AutoCAD SHX Text E5
AutoCAD SHX Text
BEST MANAGEMENT PRACTICES
AutoCAD SHX Text
KEY
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
EROSION CONTROLS
AutoCAD SHX Text %%U%% S-E-S-C KEYING SYSTEM %%u%%
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.
AutoCAD SHX Text S51
AutoCAD SHX Text
SEDIMENT CONTROLS
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text Q
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text
KAB
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text U
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text B
AutoCAD SHX Text U
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text M
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text C
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
FINAL RECORD
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUED FOR
AutoCAD SHX Text
INDEX CODE
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
AutoCAD SHX Text
ROBERT C. HALL, RA, NCARB, DIRECTOR
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text C
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
AutoCAD SHX Text E8
E8
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'
D
D
E
E
D E
P A
R T
M E
N
A T
U R
A L
R
E S
O U
R C
E S
S T
A T
E
O
F
M
I C
H I G
A N
D E
S I G
N
A
N
S T
R U
C T
I O
N
D
I V
I S
I O
N
J M
M
J M
M
R
W G
C
N A
J M
M
R
E V
P
E R
M I T
T J R
D N
R
M
U L
T I D
I V
I S
I O
N
S
T O
R A
C
I L
I T
Y
G A
Y L O
R D
M
I
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
P R
O P
O S
E D
AutoCAD SHX Text
INFILTRATION AREA
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
REPAIR GARAGE
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
CP #3
AutoCAD SHX Text
CP #4
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
BM 11: SPIKE E-FACE OF POWER POLE ELEV=1320.80'
AutoCAD SHX Text
DNR SERVICE CENTER FIRST FLOOR ELEV=1325.0'
AutoCAD SHX Text S67°22'25"E
AutoCAD SHX Text
2635.12'(M GRID) S67°17'00"E 2635.5'(R)
AutoCAD SHX Text
200' CONSUMERS POWER COMPANY RIGHT-OF-WAY
AutoCAD SHX Text
DNR FIELD OFFICE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 1325.00
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
TOWER
AutoCAD SHX Text
STORAGE BUILDING FIRST FLOOR ELEV=1324.73'
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .