21240_MATES-23.09.25_Civil Binder.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000810
- Issued by
- Crawford County, Michigan
About this file
This document is a request for proposal (RFP) from the Department of Military and Veterans Affairs for the State of Michigan to construct a Components Cleaning Building at the Camp Grayling facility in Grayling, Michigan. The project includes site work such as clearing and grubbing, earthwork, soil erosion and sedimentation control, utilities installation, paving, fencing, and landscaping. The building itself will include a wash pad, sand/grit/oil interceptor, detention area, propane tank, and other site improvements. The total project area is approximately 3.75 acres. Bids are due on September 25, 2023, with permits and approvals expected by the same date. The contract term is not specified but may include renewal options.
The RFP provides detailed technical specifications for the civil and site work, including requirements for materials, installation, testing, and inspections. Pricing terms are not included, but the project is funded by the State of Michigan. The RFP does not mention any set-asides or incumbent contractors. Bidders must be able to meet the State's insurance, bonding, and other contract requirements to be considered responsive and responsible.
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CLASS II SUB-BASE
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AutoCAD SHX Text %%uSPECIAL LEGEND THIS PROJECT%%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 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
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AutoCAD SHX Text %%uDESIGN CRITERIA%%U
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WELL
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PRELIMINARY
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CONSTRUCTION
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IDENTIFICATION NO.
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SHEET TITLE:LEGEND
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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TUEBOR
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FILE NO./INDEX CODE:
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UTILITIES
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72 HOURS
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(3 WORKING DAYS)
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CALL MR. HALCOMB
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BEFORE YOU DIG
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
tmiller Rectangle tmiller Typewritten Text
9/25/23 (BIDS/PERMITS)
tmiller Rectangle tmiller JMM Seal
SEWER
1. ALL SEWER PIPE AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE FACILITIES MANAGEMENT AND THE MICHIGAN
DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ).
2. SANITARY SEWER SERVICES SHALL BE INSTALLED AT THE MAXIMUM POSSIBLE DEPTH STARTING AT PROPERTY LINE. IDEAL GRADE IS 1%. 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 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".
6. MATERIALS
SANITARY
GRAVITY SEWER - PVC SDR 26
FITTINGS - COMPATIBLE WITH SDR 26
CONNECTORS - PVC SLIP COUPLING OR FERNCO STRONG BACK
STORM
GRAVITY - 6" AND LESS - PVC SCH 40
8" TO 10" - PVC SDR 26
12" AND LARGER - RCP, CL IV
FITTINGS - COMPATIBLE WITH PIPE TYPE
CONNECTORS - FERNCO
7. ALL SANITARY SEWER 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 INSTALLATION.
8. ALL SANITARY SEWER 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 FACILITIES MANAGEMENT
AND THE MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY (MDEQ).
2. ALL WATER PIPING SHALL HAVE A MINIMUM DEPTH OF COVER OF FIVE FEET OUTSIDE THE 1:1 INFLUENCE OF TRAVELED
WAYS, AND SIX AND ONE HALF FEET WITHIN THE 1:1 INFLUENCE.
3. WATER PIPING SHALL BE LAID IN THE MOST DIRECT ROUTE POSSIBLE.
4. MATERIALS
WATER TUBING - TYPE 'K' COPPER, HDPE SDR 9-CTS, OR SCH 80 PVC
SERVICE BRASS - COMPRESSION WITH PACKJOINT RESTRAINT
CURB BOX - MINNEAPOLIS PATTERN, 3 PIECE, 1 1/2 INCH DIAMETER UPPER
SECTION, LID MARKED "WATER" WITH STATIONARY ROD
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 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.
8. ALL CHANGES IN DIRECTION SHALL HAVE APPROPRIATE REACTION BACKING INSTALLED IN ACCORDANCE WITH INDUSTRY STANDARDS. IN LIEU OF THRUST BLOCKING, EBAA IRON 1100 HD HARNESS RESTRAINTS MAY BE USED THE FIRST FOUR
JOINTS EACH SIDE OF FITTING. ALL FITTINGS ARE TO USE MEGALUG RESTRAINED JOINTS.
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 AND STOCKPILED FOR LATER RE-USE. 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 DEWATERING EQUIPMENT OR OBTAIN A SUBCONTRACTOR SPECIALIZING IN DEWATERING TO MAINTAIN A DRY EXCAVATION UNTIL BACKFILL IS COMPLETE. SEE SPECIFICATIONS FOR
FURTHER REQUIREMENTS.
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.
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.
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 OBTAINING PERMIT AND ALL FEES FROM THE STATE OF MICHIGAN DTMB ENVIRONMENTAL DIVISION AND 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.
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 AS REQUIRED TO ITS
PREVIOUS 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 RESTORED TO
ITS PREVIOUS CONDITION BY THE CONTRACTOR 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 WITH THE REQUIREMENTS OF THE WORK. CONTRACTOR SHALL PROVIDE ACCESS AND ACCOMMODATE OWNERS REPRESENTATIVE AS REQUIRED FOR
TESTING PURPOSES.
6. ALL WORK REFERENCED TO THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION 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. ALL DAMAGE SHALL BE IMMEDIATELY REPAIRED
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 THE SITE BY PREIN & NEWHOF, DATED JANUARY 10, 2023. PLEASE REFER
TO THIS DOCUMENT 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.
HAZARDOUS MATERIALS
1. HAZARDOUS MATERIALS: THERE WILL BE NO ONSITE STORAGE OF CHEMICALS, SALTS, FLAMMABLE MATERIALS, OR HAZARDOUS
MATERIALS.
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 5 FT OUTSIDE THE INFLUENCE OF DRIVEN WAY, 6.5 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 72 HOURS NOTICE TO FACILITIES MANAGEMENT PRIOR TO MAKING CONNECTIONS.
CONCRETE CAST IN-PLACE
1. WORK SHALL BE PERFORMED BY A FIRM EXPERIENCED IN THE PLACEMENT AND FINISHING OF WORK OF THIS NATURE. AND CONFORM TO THE REQUIREMENTS OF ACI 301 EXCEPT AS SPECIFIED BY STRUCTURAL REQUIREMENTS ON THE DRAWINGS OR
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.
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)
ONCE PER DAY OR EVERY
50 CYD OR PORTION THEREOF
(1-7 DAY, 2-28 DAY, 2 HOLD)
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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TUEBOR
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FILE NO./INDEX CODE:
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UTILITIES
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72 HOURS
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(3 WORKING DAYS)
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CALL MR. HALCOMB
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BEFORE YOU DIG
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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9/25/23 (BIDS/PERMITS)
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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SB-9
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SB-8
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SB-4
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SB-5
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SB-2
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SB-3
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SB-7
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SB-1
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SB-6
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APPARENT SOUTH 16TH LINE SECTION 34 T27N R03W
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TUEBOR
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SHEET TITLE: EXISTING CONDITIONS
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SCALE
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AutoCAD SHX Text SEE GEOTECHNICAL INVESTIGATION REPORT DATED JANUARY 10, 2023, PREPARED BY PREIN & NEWHOF FOR ADDITIONAL INFORMATION. SURVEY INFORMATION PROVIDED BY DTMB TO SIDOCK GROUP FOR THIS AREA.
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N. DOWN RIVER ROAD
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PROPOSED SITE
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2.5 MILES TO GRAYLING/I-75
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MATES FACILITY
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~1600' TO SITE
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CALL MR. HALCOMB
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CAMP GRAYLING ENGINEERING
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NOTE:
· CONTRACTOR SHALL PREPARE A CONSTRUCTION SEQUENCE AND SESC PLAN AND SUBMIT TO THE DTMB FOR PERMITTING
PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS.
· SESC MEASURES SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION.
· CONTRACTOR SHALL INSPECT SESC MEASURES ON A DAILY BASIS AND IMMEDIATELY FOLLOWING A RAIN EVENT.
· CONTRACTOR SHALL PERFORM ALL MAINTENANCE NECESSARY TO KEEP THE SESC MEASURES EFFECTIVE OPERATIONALLY.
· PROVIDE AN ONSITE WATER WAGON AS NEEDED TO CONTROL FUGITIVE DUST.
· SEED AND MULCH DISTURBED AREAS AS THEY ARE COMPLETED. ALL DISTURBED AREAS ARE TO BE RESTORED WITH
TOPSOIL, SEED, FERTILIZER, AND MULCH.
· REMOVE ALL TEMPORARY SESC MEASURES UPON SUBSTANTIAL COMPLETION OF WORK AND ONCE PERMANENT MEASURES
ARE IN PLACE.
TOTAL DISTURBED AREAS - 3.75 ACRES
NEAREST BODY OF WATER - AU SABLE RIVER (OVER 1.25 MILES SOUTH)
SOIL TYPES - GRANULAR MATERIALS OF GLACIAL OUTWASH DEPOSITS
CONSISTING OF FINE TO MEDIUM SAND WITH TRACES OF SILT AND GRAVEL
AND OCCASIONAL LAYERS OF COARSE SAND, WITH TRACE TO LITTLE
GRAVEL.
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CLEAR AND GRUB ALL AREAS WITHIN 75 FEET OF FENCE AND AS REQUIRED TO
ACCOMMODATE CONSTRUCTION.
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EX. CONCRETE
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EX. CONCRETE
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EX. CONCRETE
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EX. CONCRETE
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EX. CONCRETE
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COMPONENTS CLEANING BUILDING F.F.E. - 1160.0
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APPARENT SOUTH 16TH LINE SECTION 34, T27N R03W
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AutoCAD SHX Text STAGING AREA 80'x120'
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PRELIMINARY
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CONSTRUCTION
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FINAL RECORD
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DATE
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ISSUED FOR
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IDENTIFICATION NO.
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SHEET
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DESIGNED
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DRAWN
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CHECKED
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APPROVED
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE: SESC
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SCALE
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UTILITIES
AutoCAD SHX Text 989-344-6184
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72 HOURS
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(3 WORKING DAYS)
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CALL MR. HALCOMB
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BEFORE YOU DIG
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FACILITIES MANAGEMENT
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CAMP GRAYLING ENGINEERING
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FILE NO./INDEX CODE:
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MDOT 23A
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COARSE AGGREGATE, 3"X1"
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S53 TEMPORARY CONSTRUCTION ENTRANCE
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SILT FENCE, RUN LENGTH OF COARSE AGGREGATE
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SECTION A-A
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8 OZ NON-WOVEN GEOTEXTILE FABRIC
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MB
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CONTROL POINT (REROD & "DMB TRAV" CAP)
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FOUND IRON
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CATCH BASINS
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MANHOLE
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LIGHT POLE
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POWER POLE
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WATER SHUT OFF VALVE
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GAS VALVE
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TELEPHONE RISER
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MAIL BOX
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CONTOUR LINE ELEVATION
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SPOT ELEVATION AT MARKER
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BARBED WIRE FENCE
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LEGEND
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EDGE OF WOODS
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IRON/CAP SET (#33141)
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SIGN
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ROCK
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GRAVEL
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RIPRAP
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TREE LINE
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SILT FENCE
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MANISTEE
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OCEANA
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MUSKEGON
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MASON
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BERRIEN
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ST. CLAIR
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HILLSDALE
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CASS
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ST. JOSEPH
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BRANCH
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LENAWEE
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MONROE
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GLADWIN
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MIDLAND
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JACKSON
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BARRY
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VAN BUREN
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ALLEGAN
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KALAMAZOO
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OTTAWA
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KENT
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EATON
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CALHOUN
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IONIA
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CLINTON
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MECOSTA
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OSCEOLA
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NEWAYGO
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LAKE
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ISABELLA
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MONTCALM
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GRATIOT
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CLARE
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INGHAM
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WASHTENAW
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LIVINGSTON
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SHIAWASSEE
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GENESEE
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OAKLAND
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WAYNE
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LAPEER
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MACOMB
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TUSCOLA
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SAGINAW
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ARENAC
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BAY
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SANILAC
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HURON
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ANTRIM
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GRAND TRAVERSE
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WEXFORD
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LELANAU
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BENZIE
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MISSAUKEE
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ROSCOMMON
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KALKASKA
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CRAWFORD
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OTSEGO
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CHALEVOIX
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EMMET
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CHEBOYGAN
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OGEMAW
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IOSCO
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OSCODA
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MONTMORENCY
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ALCONA
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ALPENA
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PRESQUE ISLE
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TEMPORARY SEEDING
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PERMANENT SEEDING
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MULCH BLANKETS
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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 For use on construction sites, unpaved roads, etc. to reduce dust and sedimentation from wind and construction activities.
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MULCH
AutoCAD SHX Text For use in areas subject to erosive surface flows or severe wind or on newly seeded areas.
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WHERE USED
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BEST MANAGEMENT PRACTICES
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KEY
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SYMBOL
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EROSION CONTROLS
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= BIOENGINEERING
AutoCAD SHX Text %%U%% S-E-S-C KEYING SYSTEM %%u%%
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EROSION / SEDIMENT CONTROLS
AutoCAD SHX Text Used to reduce surface flow velocities within constructed and existing flow corridors.
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CHECK DAM
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STABILIZED CONSTRUCTION ACCESS
AutoCAD SHX Text Used at every point where construction traffic enters or leaves a construction site.
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SILT FENCE
AutoCAD SHX Text Use adjacent to critical areas, to prevent sediment laden sheet flow from entering these areas.
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SEDIMENT CONTROLS
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N. DOWN RIVER ROAD
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PROPOSED SITE
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2.5 MILES TO GRAYLING/I-75
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MATES FACILITY
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VICINITY MAP
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NTS
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~1550' TO SITE
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~1600' TO SITE
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PROJECT LOCATION
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(TYP.)
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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FILE NO./INDEX CODE:
tmiller Rectangle tmiller Typewritten Text
9/25/23 (BIDS/PERMITS)
tmiller Rectangle
1-STORY
365'
'-0
PROPOSED 50'
SLIDING GATE
SINGLE 50FT. x 7FT. HT. CANTILEVER
SLIDE GATE W/ (3) STRAND BARBED
WIRE ABOVE
3'x6'
SWING
GATE
19'x52' U.G.
SANITARY DRAINFIELD
PROVIDE PROTECTIVE
GUARDRAIL BARRIER, TYPE
'B' (6.5FT. O.C. POST
SPACING) W/ TERMINAL END
SHOE, TYPE 'B' @ EA. END
85L.F. (S. SIDE)
32L.F. (EA. END)
6" THK.
HD HMA
DRIVE
8" THK. CONC.
WASH PAD
8" T
H K.
C O
N C
AP
R O
N
4" THK. CONC.
WALK
NOTE: ELECTRICAL
SERVICE FROM EXIST.
SERVICE TO NEW BLDG,
REFER TO ELEC. DRAWINGS
30'x30' DETENTION AREA
BASE:
REFER TO DETAIL
U.G. SAND/GRIT/OIL
INTERCEPTOR
(500GAL.) W/
COALESCING MEDIA
FF: 1160.00
(LP)
(LP)
ALTERNATE #4
ALTERNATES #2,3
ALTERNATE #4
GUARDRAIL, TYPE 'B' (6.5FT.
O.C. POST SPACING) W/
TERMINAL END SHOE, TYPE
'B' @ EA. END- 24L.F.
GUARDRAIL, TYPE 'B' (6.5FT.
O.C. POST SPACING) W/
TERMINAL END SHOE, TYPE
'B' @ EA. END- 12L.F.
CLEANOUT
PRIME MOVER
PLUS M777
TURNING
PATH(S), TYP.
8" THK. CONC.
WASH PAD8" THK. CONC.
DRIVE DOWN
SEDIMENT PIT /W
INTEGRAL CONC.
SAND/GRIT/OIL
INTERCEPTOR
6" DIA. DRAIN LINE
(PRIMARY) SCH40 PVC
@1%
6" DIA. DRAIN LINE
SCH40 PVC @1%
2 INCH WATER LINE
'-0
'-0
'-0
60'-0" 85'-0"
0'
-0
160'
132'
8'
VEHICULAR
CIRCULATION TYP.
6" DIA. DRAIN LINE
(OVERFLOW )
SCH40 PVC @1%
5'-0"
NOTE: REFER TO ARCH.
DWGS FOR ADDITIONAL
INFORMATION AND
DETAILS FOR WASH
RACK/PAD
B
C-5.1 C-3.1
C
C-5.2 C-3.1
STATIC WATER TANK
1,000 GAL. WORKING
VOLUME. 2" INLET;
2-1/2" SUCTION OUTLET
TO MECHANICAL ROOM
TO EXISTING
ELECTRICAL
& FIBER
SL
O
PE
CO
4" 45°
BEND
4" 45°
BEND
INV. - 1153.92
PROPANE FEED SIZE PER
PROPANE SUPPLIER AND
MECHANICALW
6" THK.
HD HMA
DRIVE
AGG. SPLASH
PAD, 5' WIDE
ALTERNATES #2, 3
2'
152'
TY
P.
10'
TYP.
25'
10'
TYP.
TY
P.
25'
J
C-5.2 C-3.1
K
C-5.2 C-3.1
P
C-5.3 C-3.1
A
C-5.1 C-3.1
M
C-5.3 C-3.1
N
C-5.3 C-3.1
7' H CHAIN LINK FENCE
W/ 3 STRANDS BARBED
WIRE ABOVE
I
C-5.2 C-3.1
0'
50'
8" MDOT 23A
AGGREGATE
SURFACE, CIP
75' ISOLATION
CO
CO
J
C-5.2 C-3.1
INV.
1155.27
INV.
1155.04
1,200 GAL
SEPTIC TANK
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
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AN
D V
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AN
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AF
FA
IR
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F M
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ST
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AM
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AY
LI
N
G M
AT
ES
C O
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C
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AN
IN
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IL
D
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AM
P G
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AT
ES
F
AC
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IT
Y, G
R
AY
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G , M
IC
H
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W
JK
JM
M
JM
M
C -3
.1
L
C-5.2 C-3.1
G
C-5.2 C-3.1
H
C-5.2 C-3.1
FOR SITE OWNED UTILITIES
1/
.C
AK
/1 2/
BUILDING
ITEM
SEPTIC TANK
DRAIN FIELD
SEWER LINE
3 FT
REQUIRED
75 FT
75 FT
75 FT
PROVIDED
110 FT
130 FT
180 FT
125 FT
TYPE II-B WATER WELL
ISOLATION DISTANCES
/1
0/
R
C-5.3 C-3.1
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EX. CONCRETE
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APPARENT SOUTH 16TH LINE SECTION 34 T27N R03W
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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FACILITIES AND BUSINESS SERVICES ADMINISTRATION
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ADAM P. LACH,RA, DIRECTOR
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SHEET TITLE: PROPOSED SITE
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AutoCAD SHX Text DEDUCTIVE ALTERNATES 1. ELIMINATE TURF RESTORATION (TOPSOIL, SEED, FERTILIZER & MULCH) IN ALL AREAS EXCEPT WITHIN PROTECTIVE GUARDRAIL OVER SANITARY DRAINFIELD. 2. ELIMINATE HMA IN PARKING AREAS. LEAVES GRAVEL SURFACE FINISH. 3. ELIMINATE GRAVEL PARKING AREAS. GRADE EXISTING MATERIAL TO PROPOSED GRADE. 4. ELIMINATE HMA IN DRIVE AREA. LEAVES GRAVEL SURFACE FINISH. 5. ELIMINATE EXTERIOR WASHRACK, FULL LENGTH CONCRETE PAD, SEDIMENT PIT, AND SAND/GRIT/OIL INTERCEPTOR. REPLACE WITH 8 INCH CONCRETE APRON, BOLLARDS, AND DRIVE SIMILAR TO WEST SIDE. UNDERGROUND 6 INCH DRAIN LINE TO BE CONSTRUCTED. TERMINATE BELOW GRADE WITH CAP OR PLUG. MARK LOCATION WITH A TREATED 4x4 BURIED 6 INCHES BELOW GRADE.
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TYPICAL DUTY HMA SURFACE (PARKING)
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HEAV…
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