Plans 19151.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 220000000339 2
- Issued by
- Arenac County, Ann Arbor City, Michigan
About this file
This is a design and construction plan document prepared by William A. Kibbe & Associates, Inc. (Engineers, Architects, Surveyors) for the State of Michigan Department of Technology, Management and Budget in conjunction with the Michigan Department of Natural Resources. The project involves pavement removal and replacement at the Augres River Mouth Boating Access facility located in Augres, Michigan in Arenac County. The scope of work includes demolition of existing concrete and bituminous pavement surfaces, removal of existing gravel pavement, site grading and preparation, installation of new bituminous pavement in multiple parking areas designated for boat trailer parking including accessible spaces, construction of a culvert, installation of signage (one-way and do-not-enter signs), storm sewer infrastructure work, and comprehensive site erosion and sedimentation control measures. The total disturbed area encompasses approximately 4.90 acres. The plans were issued for bids on May 4, 2022, and include detailed specifications for pavement sections utilizing full-depth reclamation of existing asphalt, new bituminous mix applications, stone base layers, topsoil placement with seeding and mulching, and proper utility coordination requirements.
The contractor is required to call Miss Dig (811) a minimum of three working days prior to excavation to verify existing underground utilities and must coordinate with all local utility owners including AT&T, Consumers Energy, and Charter Communications. General contractor responsibilities include compliance with Michigan Occupational Safety and Health Act (MIOSHA) regulations, soil erosion and sedimentation control measures in accordance with Act No. 451 of 1994, noise and dust control, site cleanup, protection of existing trees and vegetation, and obtaining all necessary building and local permits. The engineer must be on-site during bituminous pulverizing operations. Backfill materials shall be compacted sand conforming to Michigan Department of Transportation specifications with 95 percent maximum unit weight density. All excess demolition material must be properly disposed of at legally designated facilities with no on-site burning permitted. The project includes detailed site layout plans, demolition plans, grading plans with spot elevations, civil details for pavement sections and utility trenches, and soil erosion control plans identifying temporary and permanent stabilization measures.
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Other files
| File | Type | Posted |
|---|---|---|
| Specifications 19151.pdf | ||
| Addendum 1 with Attachments.pdf | ||
| Advertisement 19151.pdf |
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DRAWING INDEX:
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NOT TO SCALE
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SITE
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E. HURON RD.
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W. JODWAY RD.
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MANOR RD.
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E. SOUTH ST.
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US-23
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E. GORDON RD.
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S. SANTIAGO RD.
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S. RUMSEY RD.
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GREEN RD.
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S. MAIN ST.
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E. MICHIGAN AVE.
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AUSABLE RIVER
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SAGINAW BAY
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SWENSON RD.
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ARAENAC COUNTY, MICHIGAN
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AU GRES RIVER MOUTH BOATING ACCESS
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BAY
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STATE OF MICHIGAN
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MICHIGAN DEPARTMENT OF NATURAL RESOURCES
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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IN CONJUNCTION WITH
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FILE NO. - 751/19151.BDW
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION
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DESIGN AND CONSTRUCTION DIVISION
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ROBERT C. HALL, RA, NCARB, DIRECTOR
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PAVEMENT REMOVAL AND REPLACEMENT
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%%UGENERAL NOTES:
AutoCAD SHX Text THE CONTRACTOR SHALL CALL "MISS DIG" (811) 3 WORKING BUSINESS DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING UNDERGROUND UTILITIES.
AutoCAD SHX Text THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
AutoCAD SHX Text DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM TO ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL EROSION AND SEDIMENTATION CONTROL ACT.
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AutoCAD SHX Text THE SITE EXCAVATION CONTRACTOR SHALL VERIFY THE EXISTING UTILITY CONNECTION DEPTHS PRIOR TO ANY EXCAVATION, IF APPLICABLE.
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AutoCAD SHX Text THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL REGULATIONS FOR WORK AT THE SITE. THIS SHALL INCLUDE MIOSHA REGULATIONS.
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AutoCAD SHX Text THE CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A PROGRAM OF DUST CONTROL AND SHALL ALLOW NO ON-SITE BURNING.
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AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING UP THE PREMISES AND UPON COMPLETION OF THE PROJECT LEAVE THE SITE IN AN ACCEPTABLE CONDITION AS DETERMINED BY THE ENGINEER OR THE OWNER.
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AutoCAD SHX Text CONTRACTOR TO RESTORE/SEED ALL TURF AREAS THAT ARE DISTURBED BY CONSTRUCTION INCLUDING, BUT NOT LIMITED TO: STAGING, STORAGE, ACCESS ROUTES AND DIRECT DISTURBANCE AREAS.
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AutoCAD SHX Text EXTREME CARE SHOULD BE TAKEN TO AVOID DAMAGE TO TREES. NO DAMAGE IS ACCEPTABLE TO EXISTING TREES WITHIN THE PARK(DEFINED AS BREAKING OF THE BARK, BROKEN TOPS OR BENDING OF TREES FROM THEIR NATURAL POSITION). ALL BROKEN LIMBS SHALL BE NEATLY TRIMMED AT A BRANCH JOINT OR AT THE TRUNK OF THE TREE. ALL DAMAGED AND EXPOSED TREE ROOTS OVER 1/4" IN DIAMETER SHALL BE NEATLY TRIMMED PRIOR TO BACKFILL PLACEMENT.
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EXISTING SITE LAYOUT AND TOPOGRAPHIC SURVEY PLAN
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SITE DEMOLITION PLAN
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SITE LAYOUT PLAN
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SITE GRADING PLAN
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SOIL EROSION AND SEDIMENTATION CONTROL PLAN
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SITE CIVIL DETAILS
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TS.0
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TITLE SHEET
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ISSUED FOR BIDS
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EXISTING BEEHIVE CATCH BASIN RIM=584.38
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EXISTING BEEHIVE CATCH BASIN RIM=584.66
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EXISTING BEEHIVE CATCH BASIN RIM=584.55
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EXISTING ELECTRICAL OUTLET AND POST
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(3) EXISTING LARGE ROCKS
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BM #1 ELEV.=586.41
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GRAV
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SCALE: 1" = 40'
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EX. CONCRETE PAVEMENT
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EX. BITUMINOUS PAVEMENT
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EX. GRAVEL PAVEMENT
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(C. OR CONC.)
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EX. SPOT GRADE
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STM
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EX. STORM SEWER
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EX. 5' INTERVAL CONTOUR
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EX. 1' INTERVAL CONTOUR
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EX. BUILDINGS
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AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text %%uBENCHMARK
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AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGMENT AND BUDGET, FACILITIES ADMIN. 2ND FLOOR, STEVENS T. MASON BUILDING P.O. BOX 30026 LANSING, MI 48909
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NO.1 - MARK IN EXISTING CONCRETE SIDEWALK. ELEVATION = 586.41 (NAVD 88)
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EX. SIGN WITH POST
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EX. STEEL POST
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EX. U.G. ELECTRIC LINES
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ELEC
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ISSUED FOR BIDS
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SEE THIS SHEET FOR PLAN EXTENSION
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PLAN EXTENSION
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EXISTING BEEHIVE CATCH BASIN RIM=584.38
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EXISTING BEEHIVE CATCH BASIN RIM=584.24
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EXISTING BEEHIVE CATCH BASIN RIM=584.66
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EXISTING BEEHIVE CATCH BASIN RIM=584.55
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EXISTING TRANSFORMER
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EXISTING BEEHIVE CATCH BASIN RIM=584.39
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EXISTING BEEHIVE CATCH BASIN RIM=583.75
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EXISTING SWALE
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EXISTING SWALE
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GRAV
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SITE DEMOLITION PLAN
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SCALE: 1" = 40'
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF MUNICIPAL AND UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OF COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREIN SHOWN. THE CONTRACTOR SHALL CALL "MISS DIG" AT (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS PRIOR TO CONSTRUCTION AND MAKE EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF DESIGN AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.
AutoCAD SHX Text
%%UDEMOLITION KEYED NOTES:
AutoCAD SHX Text
%%UDEMOLITION NOTES:
AutoCAD SHX Text ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE REQUIRED WORK.A SOIL EROSION CONTROL PLAN WILL BE REQUIRED PRIOR TO DEMOLITION.
AutoCAD SHX Text THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, BRUSH, FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
AutoCAD SHX Text ALL EXCESS DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALLY DESIGNATED DISPOSAL AREA. NO ON-SITE BURNING WILL BE PERMITTED. PERMITS AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR.
AutoCAD SHX Text AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH ANY PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL EXPOSED AREAS SHALL BE SUITABLE TOPSOILED, SEEDED AND MULCHED.
AutoCAD SHX Text 1.)
AutoCAD SHX Text 2.)
AutoCAD SHX Text 3.)
AutoCAD SHX Text 4.)
AutoCAD SHX Text CONTRACTOR TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION INFLUENCE. NOTIFY ENGINEER OF ANY CONFLICTS.
AutoCAD SHX Text 5.)
AutoCAD SHX Text CONTRACTOR SHALL VERIFY CONSTRUCTION SCHEDULING AND NOTES ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO BE SCHEDULED WITH OWNER AND ENGINEER.
AutoCAD SHX Text 7.)
AutoCAD SHX Text CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY OWNERS, IE; AT&T, CONSUMERS ENERGY, CHARTER COMM., AND ALL OTHERS THAT WOULD APPLY TO THE DISTURBED AREA OF CONSTRUCTION.
AutoCAD SHX Text 6.)
AutoCAD SHX Text PULVERIZE EXISTING BITUMINOUS SURFACES (FULL DEPTH). RE-USE FOR FULL DEPTH PAVEMENT RECLAMATION. SHAPE AND COMPACT TO PROVIDE BASE TO NEW ASPHALT SURFACE. REFER TO PLAN SHEETS FOR DETAILS AND GRADES.
AutoCAD SHX Text
AREA REPRESENTED BY:
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AutoCAD SHX Text
ENGINEER MUST BE ON SITE DURING BITUMINOUS PULVERIZING.
AutoCAD SHX Text 8.)
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EX. CONCRETE PAVEMENT
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EX. BITUMINOUS PAVEMENT
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EX. GRAVEL PAVEMENT
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(C. OR CONC.)
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EX. SPOT GRADE
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STM
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EX. STORM SEWER
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EX. 5' INTERVAL CONTOUR
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EX. 1' INTERVAL CONTOUR
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EX. BUILDINGS
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AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
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EX. SIGN WITH POST
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EX. STORM CATCH BASIN/MANHOLE
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EX. STEEL POST
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EX. ELECTRIC LINES
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ELEC
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ISSUED FOR BIDS
AutoCAD SHX Text 05-04-22
AutoCAD SHX Text
PLAN EXTENSION
AutoCAD SHX Text
SCALE: 1" = 40'
AutoCAD SHX Text REMOVE EXISTING GRAVEL. STOCKPILE FOR REUSE IN PAVEMENT SECTION. (NOT TO USED IN PULVERIZED RECLAMATION AREA) REFER TO PLAN SHEETS FOR DETAILS AND GRADES.
AutoCAD SHX Text
AREA REPRESENTED BY:
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AutoCAD SHX Text
REMOVE EXISTING SIGNAGE AND POSTS.
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SEE THIS SHEET FOR PLAN EXTENSION
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EXISTING BEEHIVE CATCH BASIN RIM=584.28
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EXISTING BEEHIVE CATCH BASIN RIM=584.24
AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.38
AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.24
AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.66
AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.55
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EXISTING TRANSFORMER
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EXISTING ELECTRICAL METER
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EXISTING BEEHIVE CATCH BASIN RIM=585.02
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EXISTING BEEHIVE CATCH BASIN RIM=584.39
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EXISTING ELECTRICAL OUTLET AND POST
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(3) EXISTING LARGE ROCKS
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EXISTING BOLLARDS
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BEEHIVE CATCH BASIN RIM=584.58
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GRASS
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CONC
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CONC
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CONC
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CONC
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CONC
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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ELEC
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ELEC
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ELEC
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ELEC
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CONC
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CONC
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GRASS
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GRASS
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AUSABLE RIVER
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12'X40' READY LANES
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TYP.
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TYP.
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BM #1 ELEV.=586.41
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PROP. 1 EA. "ONE-WAY" SIGN (R6-1)
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PROP. 2 EA. "DO NOT ENTER" SIGNS (R5-1)
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PROP. 1 EA. "ONE-WAY" SIGN (R6-1)
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PROP. 2 EA. "DO NOT ENTER" SIGNS (R5-1)
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PROP. 1 EA. "ONE-WAY" SIGN (R6-1)
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PROP. 2 EA. "DO NOT ENTER" SIGNS (R5-1)
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GRAV
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GRAV
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PROP. CULVERT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BOAT TRAILER PARKING SPACES
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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PROP. BIT. PAVEMENT
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EXISTING SWALE
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PROP. BOAT TRAILER PARKING SPACES
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PROP. ACCESSIBLE BOAT TRAILER PARKING SPACES
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PROP. BOAT TRAILER PARKING SPACES
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PROP. BOAT TRAILER PARKING SPACES
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TYP.
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TYP.
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TYP.
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TYP.
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TYP.
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TYP.
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PROP. 4 EA. BARRIER FREE PARKING SIGNS
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TYP.
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BIT
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BIT
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BIT
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PROP. GRAVEL RE-ALIGNMENT DRIVE. USE EXISTING STOCKPILED MATERIAL
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PROP. GRAVEL RE-ALIGNMENT DRIVE. USE EXISTING STOCKPILED MATERIAL
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TYP.
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TYP.
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GRAV
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GRAV
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GRAV
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EXISTING BEEHIVE CATCH BASIN RIM=583.75
AutoCAD SHX Text 8"I.E.=583.50
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EXISTING SWALE
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EXISTING SWALE
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GRAV
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SITE LAYOUT PLAN
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SCALE: 1" = 40'
AutoCAD SHX Text 2.
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AutoCAD SHX Text 3.
AutoCAD SHX Text 4.
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%%UGENERAL NOTES:
AutoCAD SHX Text THE CONTRACTOR SHALL CALL "MISS DIG" (811) 3 WORKING DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING UNDERGROUND UTILITIES.
AutoCAD SHX Text THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE TO THE INFORMATION PROVIDED. UTILITIES SHALL BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
AutoCAD SHX Text DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM TO ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL EROSION AND SEDIMENTATION CONTROL ACT.
AutoCAD SHX Text CLEANUP SHALL INCLUDE DEBRIS REMOVAL, ROUGH GRADING, MINIMUM 4" TOPSOIL PLACEMENT, SEEDING, AND FERTILIZING OVER ANY AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS.
AutoCAD SHX Text 5.
AutoCAD SHX Text
CONTRACTOR TO SUPPLY MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK.
AutoCAD SHX Text 6.
AutoCAD SHX Text THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. COSTS FOR LOCATING, REMOVING, REPLACING OR RELOCATING THESE UTILITIES SHALL BE INCIDENTAL TO CONSTRUCTION. UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL AT NO ADDITIONAL COST TO THE OWNER.
AutoCAD SHX Text 7.
AutoCAD SHX Text CONTRACTOR SHALL NOTIFY PROPER GOVERNMENTAL INSPECTION AGENCY AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.
AutoCAD SHX Text 8.
AutoCAD SHX Text THE CONTRACTOR SHALL BE REQUIRED TO COMPLETE WORK IN AN EXPEDITIOUS MANNER AND SHALL NOT STOP CONSTRUCTION FOR EXTENDED PERIODS ONCE CONSTRUCTION HAS BEGUN.
AutoCAD SHX Text 9.
AutoCAD SHX Text THE CONTRACTOR SHALL MAINTAIN IN SERVICE, EXISTING SANITARY SEWER, WATER OR STORM SEWER SERVICE CONNECTIONS WHENEVER POSSIBLE. COORDINATE WITH LOCAL UTILITY COMPANY AND OWNER BEFORE UTILITIES SHALL BE OUT OF SERVICE FOR A PERIOD OF TIME.
AutoCAD SHX Text 10.
AutoCAD SHX Text CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS.
AutoCAD SHX Text 11.
AutoCAD SHX Text SEE GRADING PLAN FOR PAVEMENT GRADES AND UTILITY NOTES. STORM DRAINAGE SHALL CONFORM TO THE LATEST STANDARDS OF THE STATE OF MICHIGAN.
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
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(C. OR CONC.)
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EX. SPOT GRADE
AutoCAD SHX Text
STM
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EX. STORM SEWER
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EX. 5' INTERVAL CONTOUR
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EX. 1' INTERVAL CONTOUR
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EX. BUILDINGS
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AutoCAD SHX Text
AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
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EX. SIGN WITH POST
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EX. STORM CATCH BASIN/MANHOLE
AutoCAD SHX Text
EX. STEEL POST
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EX. ELECTRIC LINES
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
PROP. BITUMINOUS PAVEMENT
AutoCAD SHX Text
PROP. SIGN WITH POST
AutoCAD SHX Text
ISSUED FOR BIDS
AutoCAD SHX Text 05-04-22
AutoCAD SHX Text
PROP. STORM SEWER
AutoCAD SHX Text
SEE THIS SHEET FOR PLAN EXTENSION
AutoCAD SHX Text
PLAN EXTENSION
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AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.28
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EXISTING BEEHIVE CATCH BASIN RIM=584.24
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EXISTING BEEHIVE CATCH BASIN RIM=584.38
AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.24
AutoCAD SHX Text
EXISTING BEEHIVE CATCH BASIN RIM=584.66
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EXISTING BEEHIVE CATCH BASIN RIM=584.55
AutoCAD SHX Text
EXISTING TRANSFORMER
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EXISTING ELECTRICAL METER
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EXISTING BEEHIVE CATCH BASIN RIM=585.02
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EXISTING BEEHIVE CATCH BASIN RIM=584.39
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EXISTING ELECTRICAL OUTLET AND POST
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(3) EXISTING LARGE ROCKS
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EXISTING BOLLARDS
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BEEHIVE CATCH BASIN RIM=584.58
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GRASS
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CONC
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CONC
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CONC
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CONC
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CONC
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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ELEC
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ELEC
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ELEC
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ELEC
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CONC
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CONC
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GRASS
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GRASS
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AUSABLE RIVER
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BM #1 ELEV.=586.41
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text S51
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text E1
AutoCAD SHX Text P
AutoCAD SHX Text E1
AutoCAD SHX Text P
AutoCAD SHX Text E1
AutoCAD SHX Text P
AutoCAD SHX Text S52
AutoCAD SHX Text T
AutoCAD SHX Text S52
AutoCAD SHX Text T
AutoCAD SHX Text S52
AutoCAD SHX Text T
AutoCAD SHX Text S52
AutoCAD SHX Text T
AutoCAD SHX Text S52
AutoCAD SHX Text T
AutoCAD SHX Text S51
AutoCAD SHX Text T
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GRAV
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GRAV
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EXISTING SWALE
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BIT
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BIT
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BIT
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GRAV
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GRAV
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GRAV
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EXISTING BEEHIVE CATCH BASIN RIM=583.75
AutoCAD SHX Text 8"I.E.=583.50
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EXISTING SWALE
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EXISTING SWALE
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GRAV
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SOIL EROSION AND SEDIMENTATION CONTROL PLAN
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SCALE: 1" = 40'
AutoCAD SHX Text %%uSOIL EROSION AND SEDIMENTATION CONTROL NOTES:
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%%UCONSTRUCTION SEQUENCE
AutoCAD SHX Text CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS. COORDINATE WITH OWNER FOR LOCATIONS OF STOCKPILING OF MATERIAL.
AutoCAD SHX Text SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTE EROSION.
AutoCAD SHX Text CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL MEASURES ARE NOT DISTURBED.
AutoCAD SHX Text THE PROJECT WILL CONTINUALLY BE INSPECTED FOR SOIL EROSION AND SEDIMENT CONTROL COMPLIANCE. DEFICIENCIES WILL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS.
AutoCAD SHX Text TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY THE CONTRACTOR UPON ESTABLISHMENT OF PERMANENT CONTROL MEASURES.
AutoCAD SHX Text EXCAVATION OF SOIL AND STOCKPILING OF MATERIAL. COORDINATE WITH OWNER ON LOCATIONS.
AutoCAD SHX Text IMPLEMENTATION OF TEMPORARY EROSION CONTROL MEASURES; SELECTIVE GRADING, DIVERSIONS AS REQUIRED IN FIELD, PROTECTION OF STORM SEWER FACILITIES.
AutoCAD SHX Text
PERIODIC MAINTENANCE OF AFFECTED EROSION CONTROL MEASURES.
AutoCAD SHX Text PERMANENT MEASURES; FINAL GRADING, SEEDING AND MULCHING. (SEE KEYING SYSTEM FOR EROSION CONTROL KEY NUMBERS)
AutoCAD SHX Text 1.)
AutoCAD SHX Text 2.)
AutoCAD SHX Text 3.)
AutoCAD SHX Text 4.)
AutoCAD SHX Text 5.)
AutoCAD SHX Text 4.)
AutoCAD SHX Text 3.)
AutoCAD SHX Text 2.)
AutoCAD SHX Text 1.)
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T=TEMPORARY MEASURE
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P=PERMAMENT MEASURE
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TOTAL DISTURBED AREA = 4.90 ACRES
AutoCAD SHX Text E8
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SILT FENCE
AutoCAD SHX Text S51
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SELECTIVE GRADING & SHAPING
AutoCAD SHX Text E1
AutoCAD SHX Text
TO REDUCE STEEP SLOPES AND EROSIVE VELOCITIES.
AutoCAD SHX Text
STABILIZATION METHOD UTILIZED ON SITES WHERE EARTH CHANGE HAS BEEN COMPLETE.
AutoCAD SHX Text USE ADJACENT TO CRITICAL AREAS, TO PREVENT SEDIMENT LADEN SHEET FLOW FROM ENTERING THESE AREAS.
AutoCAD SHX Text %%uKEYED DETAILS
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text
CATCH BASIN SEDIMENT GUARD
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USE IN OR AT STORM WATER INLETS ESPECIALLY AT CONSTRUCTION SITES
AutoCAD SHX Text S52
AutoCAD SHX Text T
AutoCAD SHX Text
ISSUED FOR BIDS
AutoCAD SHX Text 05-04-22
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PROTECT CONCRETE RAMP AREA FROM EXCESS DEBRIS DURING CONSTRUCTION ACTIVITIES.
AutoCAD SHX Text 6.)
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
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EX. BITUMINOUS PAVEMENT
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EX. GRAVEL PAVEMENT
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(C. OR CONC.)
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EX. SPOT GRADE
AutoCAD SHX Text
STM
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EX. STORM SEWER
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EX. 5' INTERVAL CONTOUR
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EX. 1' INTERVAL CONTOUR
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EX. BUILDINGS
AutoCAD SHX Text
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AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
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EX. SIGN WITH POST
AutoCAD SHX Text
EX. STORM CATCH BASIN/MANHOLE
AutoCAD SHX Text
EX. STEEL POST
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EX. ELECTRIC LINES
AutoCAD SHX Text
ELEC
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PROP. BITUMINOUS PAVEMENT
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PROP. SIGN WITH POST
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PROP. STORM SEWER
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SEE THIS SHEET FOR PLAN EXTENSION
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PLAN EXTENSION
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EXISTING BEEHIVE CATCH BASIN RIM=584.28
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EXISTING BEEHIVE CATCH BASIN RIM=584.24
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EXISTING BEEHIVE CATCH BASIN RIM=584.38
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EXISTING BEEHIVE CATCH BASIN RIM=584.24
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EXISTING BEEHIVE CATCH BASIN RIM=584.66
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EXISTING BEEHIVE CATCH BASIN RIM=584.55
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EXISTING TRANSFORMER
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EXISTING ELECTRICAL METER
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EXISTING BEEHIVE CATCH BASIN RIM=585.02
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EXISTING BEEHIVE CATCH BASIN RIM=584.39
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EXISTING ELECTRICAL OUTLET AND POST
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(3) EXISTING LARGE ROCKS
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EXISTING BOLLARDS
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BUILDING
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EXISTING BEEHIVE CATCH BASIN RIM=584.58
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GRASS
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CONC
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CONC
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CONC
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CONC
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CONC
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GRASS
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GRASS
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GRASS
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ELEC
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ELEC
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ELEC
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CONC
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CONC
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GRASS
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GRASS
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AUSABLE RIVER
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BM #1 ELEV.=586.41
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TB=585.78
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GRAV
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GRAV
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EXISTING SWALE
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BIT
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BIT
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BIT
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TB=586.81
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TB=586.54
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AutoCAD SHX Text 8"I.E.=586.18
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30 LF. 8" C.M.P. W/END SECTIONS
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TB=588.25
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TB=587.10
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TB=587.55
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TB=586.95
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TB=587.20
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TB=587.20
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TB=587.80
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TB=586.00
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TB=586.25
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TB=587.35
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TB=586.70
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TB=586.45
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TB=587.05
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TB=586.50
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TB=586.90
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TB=585.78
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TB=586.25
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TB=586.66
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TB=586.20
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TB=586.21
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TB=586.17
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TB=586.30
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TB=585.98
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TB=585.95
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TB=586.42
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TB=586.42
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TB=586.60
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TB=587.82
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TB=587.93
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TB=588.42
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TB=587.44
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TB=587.74
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TB=587.93
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TB=587.87
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TB=586.27
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TB=587.35
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TB=587.10
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TB=586.80
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TB=587.25
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TB=587.68
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TB=587.74
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TB=586.33
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TB=586.04
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TB=586.35
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TB=586.55
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TB=586.35
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TB=586.05
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TB=586.45
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TB=587.12
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TB=586.84
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TB=586.85
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TB=587.10
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TB=587.30
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TB=586.07
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TB=586.65
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TB=587.05
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TB=586.85
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TB=587.04
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TB=587.22
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TB=586.97
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TB=586.73
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TB=586.90
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TB=586.87
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TB=586.56
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TB=586.66
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TB=586.35
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TB=586.25
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TB=586.65
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TB=586.04
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TB=586.45
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TB=586.60
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TB=586.40
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TB=585.55
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TB=585.98
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TB=585.65
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TB=586.85
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TB=586.75
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TB=586.60
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TB=586.15
AutoCAD SHX Text PLACE TOPSOIL FROM EDGE OF NEW BIT TO EXISTING GRADES, MIN 1:6 SLOPE, SEED AND MULCH
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AutoCAD SHX Text PLACE TOPSOIL FROM EDGE OF NEW BIT TO EXISTING GRADES, MIN 1:6 SLOPE, SEED AND MULCH
AutoCAD SHX Text PLACE TOPSOIL FROM EDGE OF NEW BIT TO EXISTING GRADES, MIN 1:6 SLOPE, SEED AND MULCH
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TB=587.41
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TB=587.67
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TB=587.22
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TB=585.90
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TB=586.13
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TB=586.50
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TB=586.18
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TB=586.22
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TB=585.56
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TB=586.25
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MATCH EX.
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TB=586.54
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TB=586.24
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TB=586.35
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TB=586.05
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TB=586.00
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TB=585.67
AutoCAD SHX Text PLACE TOPSOIL FROM EDGE OF NEW BIT TO EXISTING GRADES, MIN 1:6 SLOPE, SEED AND MULCH
AutoCAD SHX Text PLACE TOPSOIL FROM EDGE OF NEW BIT TO EXISTING GRADES, MIN 1:6 SLOPE, SEED AND MULCH
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TB=586.31
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TB=586.32
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TB=586.97
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TB=586.50
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TB=586.50
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TB=586.27
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TB=586.20
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TB=586.10
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TB=586.95
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TB=587.30
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GRAV
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GRAV
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GRAV
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EXISTING BEEHIVE CATCH BASIN RIM=583.75
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EXISTING SWALE
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EXISTING SWALE
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GRAV
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SITE GRADING PLAN
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SCALE: 1" = 40'
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1. THE CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM THE CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM SHALL CALL "MISS DIG", 811, A MINIMUM SHALL CALL "MISS DIG", 811, A MINIMUM CALL "MISS DIG", 811, A MINIMUM CALL "MISS DIG", 811, A MINIMUM "MISS DIG", 811, A MINIMUM "MISS DIG", 811, A MINIMUM DIG", 811, A MINIMUM DIG", 811, A MINIMUM 811, A MINIMUM 811, A MINIMUM A MINIMUM A MINIMUM MINIMUM MINIMUM OF 3 WORKING DAYS BEFORE DIGGING ON THE PROJECT 3 WORKING DAYS BEFORE DIGGING ON THE PROJECT 3 WORKING DAYS BEFORE DIGGING ON THE PROJECT WORKING DAYS BEFORE DIGGING ON THE PROJECT WORKING DAYS BEFORE DIGGING ON THE PROJECT DAYS BEFORE DIGGING ON THE PROJECT DAYS BEFORE DIGGING ON THE PROJECT BEFORE DIGGING ON THE PROJECT BEFORE DIGGING ON THE PROJECT DIGGING ON THE PROJECT DIGGING ON THE PROJECT ON THE PROJECT ON THE PROJECT THE PROJECT THE PROJECT PROJECT PROJECT TO VERIFY EXISTING UNDERGROUND UTILITIES. 2. THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE UTILITIES SHOWN ON THESE PLANS HAVE UTILITIES SHOWN ON THESE PLANS HAVE SHOWN ON THESE PLANS HAVE SHOWN ON THESE PLANS HAVE ON THESE PLANS HAVE ON THESE PLANS HAVE THESE PLANS HAVE THESE PLANS HAVE PLANS HAVE PLANS HAVE HAVE HAVE BEEN DRAWN IN ACCORDANCE TO THE INFORMATION DRAWN IN ACCORDANCE TO THE INFORMATION DRAWN IN ACCORDANCE TO THE INFORMATION IN ACCORDANCE TO THE INFORMATION IN ACCORDANCE TO THE INFORMATION ACCORDANCE TO THE INFORMATION ACCORDANCE TO THE INFORMATION TO THE INFORMATION TO THE INFORMATION THE INFORMATION THE INFORMATION INFORMATION INFORMATION PROVIDED. ALL UTILITIES SHALL BE FIELD LOCATED BY THE ALL UTILITIES SHALL BE FIELD LOCATED BY THE ALL UTILITIES SHALL BE FIELD LOCATED BY THE UTILITIES SHALL BE FIELD LOCATED BY THE UTILITIES SHALL BE FIELD LOCATED BY THE SHALL BE FIELD LOCATED BY THE SHALL BE FIELD LOCATED BY THE BE FIELD LOCATED BY THE BE FIELD LOCATED BY THE FIELD LOCATED BY THE FIELD LOCATED BY THE LOCATED BY THE LOCATED BY THE BY THE BY THE THE THE CONTRACTOR PRIOR TO CROSSING. ANY CONFLICTS SHALL PRIOR TO CROSSING. ANY CONFLICTS SHALL PRIOR TO CROSSING. ANY CONFLICTS SHALL TO CROSSING. ANY CONFLICTS SHALL TO CROSSING. ANY CONFLICTS SHALL CROSSING. ANY CONFLICTS SHALL CROSSING. ANY CONFLICTS SHALL ANY CONFLICTS SHALL ANY CONFLICTS SHALL CONFLICTS SHALL CONFLICTS SHALL CONFLICTS SHALL SHALL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. DURING THE LIFE OF THE PROJECT, THE CONTRACTOR DURING THE LIFE OF THE PROJECT, THE CONTRACTOR THE LIFE OF THE PROJECT, THE CONTRACTOR THE LIFE OF THE PROJECT, THE CONTRACTOR LIFE OF THE PROJECT, THE CONTRACTOR LIFE OF THE PROJECT, THE CONTRACTOR OF THE PROJECT, THE CONTRACTOR OF THE PROJECT, THE CONTRACTOR THE PROJECT, THE CONTRACTOR THE PROJECT, THE CONTRACTOR PROJECT, THE CONTRACTOR PROJECT, THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR SHALL CONFORM TO ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL EROSION AND SEDIMENTATION TO THE SOIL EROSION AND SEDIMENTATION TO THE SOIL EROSION AND SEDIMENTATION THE SOIL EROSION AND SEDIMENTATION THE SOIL EROSION AND SEDIMENTATION SOIL EROSION AND SEDIMENTATION SOIL EROSION AND SEDIMENTATION EROSION AND SEDIMENTATION EROSION AND SEDIMENTATION AND SEDIMENTATION AND SEDIMENTATION SEDIMENTATION SEDIMENTATION CONTROL ACT. 4. MATCH EXISTING BIT. PAVEMENT ALONG NEW WALKS AND MATCH EXISTING BIT. PAVEMENT ALONG NEW WALKS AND EXISTING BIT. PAVEMENT ALONG NEW WALKS AND EXISTING BIT. PAVEMENT ALONG NEW WALKS AND BIT. PAVEMENT ALONG NEW WALKS AND BIT. PAVEMENT ALONG NEW WALKS AND PAVEMENT ALONG NEW WALKS AND PAVEMENT ALONG NEW WALKS AND ALONG NEW WALKS AND ALONG NEW WALKS AND NEW WALKS AND NEW WALKS AND WALKS AND WALKS AND AND AND PROPOSED NEW BIT. PAVEMENT AREAS WHERE APPLICABLE. 5. ALL UTILITY WORK SHALL CONFORM TO THE LATEST LOCAL ALL UTILITY WORK SHALL CONFORM TO THE LATEST LOCAL UTILITY WORK SHALL CONFORM TO THE LATEST LOCAL UTILITY WORK SHALL CONFORM TO THE LATEST LOCAL WORK SHALL CONFORM TO THE LATEST LOCAL WORK SHALL CONFORM TO THE LATEST LOCAL SHALL CONFORM TO THE LATEST LOCAL SHALL CONFORM TO THE LATEST LOCAL CONFORM TO THE LATEST LOCAL CONFORM TO THE LATEST LOCAL TO THE LATEST LOCAL TO THE LATEST LOCAL THE LATEST LOCAL THE LATEST LOCAL LATEST LOCAL LATEST LOCAL LOCAL LOCAL MUNICIPALITY'S STANDARD SPECIFICATIONS AND DETAILS. 6. REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED REMOVE EXISTING TOP SOIL FROM AREAS TO BE PAVED EXISTING TOP SOIL FROM AREAS TO BE PAVED EXISTING TOP SOIL FROM AREAS TO BE PAVED TOP SOIL FROM AREAS TO BE PAVED TOP SOIL FROM AREAS TO BE PAVED SOIL FROM AREAS TO BE PAVED SOIL FROM AREAS TO BE PAVED FROM AREAS TO BE PAVED FROM AREAS TO BE PAVED AREAS TO BE PAVED AREAS TO BE PAVED TO BE PAVED TO BE PAVED BE PAVED BE PAVED PAVED PAVED AND REPLACE WITH SUITABLE COMPACTED FILL. FILL REPLACE WITH SUITABLE COMPACTED FILL. FILL REPLACE WITH SUITABLE COMPACTED FILL. FILL WITH SUITABLE COMPACTED FILL. FILL WITH SUITABLE COMPACTED FILL. FILL SUITABLE COMPACTED FILL. FILL SUITABLE COMPACTED FILL. FILL COMPACTED FILL. FILL COMPACTED FILL. FILL FILL. FILL FILL. FILL FILL FILL MATERIAL SHALL BE COMPACTED SAND BACKFILL CLASS II SHALL BE COMPACTED SAND BACKFILL CLASS II SHALL BE COMPACTED SAND BACKFILL CLASS II BE COMPACTED SAND BACKFILL CLASS II BE COMPACTED SAND BACKFILL CLASS II COMPACTED SAND BACKFILL CLASS II COMPACTED SAND BACKFILL CLASS II SAND BACKFILL CLASS II SAND BACKFILL CLASS II BACKFILL CLASS II BACKFILL CLASS II CLASS II CLASS II II II GRANULAR OR EXISTING PULVERIZED ON-SITE MATERIAL. 7. BACKFILL ALL TRENCHES UNDER SLABS, WALKS AND PAVED BACKFILL ALL TRENCHES UNDER SLABS, WALKS AND PAVED ALL TRENCHES UNDER SLABS, WALKS AND PAVED ALL TRENCHES UNDER SLABS, WALKS AND PAVED TRENCHES UNDER SLABS, WALKS AND PAVED TRENCHES UNDER SLABS, WALKS AND PAVED UNDER SLABS, WALKS AND PAVED UNDER SLABS, WALKS AND PAVED SLABS, WALKS AND PAVED SLABS, WALKS AND PAVED WALKS AND PAVED WALKS AND PAVED AND PAVED AND PAVED PAVED PAVED AREAS WITH COMPACTED SAND BACKFILL MDOT CL.II. WITH COMPACTED SAND BACKFILL MDOT CL.II. WITH COMPACTED SAND BACKFILL MDOT CL.II. COMPACTED SAND BACKFILL MDOT CL.II. COMPACTED SAND BACKFILL MDOT CL.II. SAND BACKFILL MDOT CL.II. SAND BACKFILL MDOT CL.II. BACKFILL MDOT CL.II. BACKFILL MDOT CL.II. MDOT CL.II. MDOT CL.II. CL.II. CL.II. COMPACTION SHALL BE 95% MAXIMUM UNIT WEIGHT AS SHALL BE 95% MAXIMUM UNIT WEIGHT AS SHALL BE 95% MAXIMUM UNIT WEIGHT AS BE 95% MAXIMUM UNIT WEIGHT AS BE 95% MAXIMUM UNIT WEIGHT AS 95% MAXIMUM UNIT WEIGHT AS 95% MAXIMUM UNIT WEIGHT AS MAXIMUM UNIT WEIGHT AS MAXIMUM UNIT WEIGHT AS UNIT WEIGHT AS UNIT WEIGHT AS WEIGHT AS WEIGHT AS AS AS DETERMINED BY MODIFIED PROCTOR, IF APPLICABLE. 8. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND CONTRACTOR SHALL COMPLY WITH ALL STATE AND CONTRACTOR SHALL COMPLY WITH ALL STATE AND SHALL COMPLY WITH ALL STATE AND SHALL COMPLY WITH ALL STATE AND COMPLY WITH ALL STATE AND COMPLY WITH ALL STATE AND WITH ALL STATE AND WITH ALL STATE AND ALL STATE AND ALL STATE AND STATE AND STATE AND AND AND LOCAL REGULATIONS FOR WORK AT THE SITE. THIS SHALL REGULATIONS FOR WORK AT THE SITE. THIS SHALL REGULATIONS FOR WORK AT THE SITE. THIS SHALL FOR WORK AT THE SITE. THIS SHALL FOR WORK AT THE SITE. THIS SHALL WORK AT THE SITE. THIS SHALL WORK AT THE SITE. THIS SHALL AT THE SITE. THIS SHALL AT THE SITE. THIS SHALL THE SITE. THIS SHALL THE SITE. THIS SHALL SITE. THIS SHALL SITE. THIS SHALL THIS SHALL THIS SHALL SHALL SHALL INCLUDE MIOSHA REGULATIONS. 9. THE CONTRACTOR/DEVELOPER SHALL PAY FOR AND OBTAIN THE CONTRACTOR/DEVELOPER SHALL PAY FOR AND OBTAIN CONTRACTOR/DEVELOPER SHALL PAY FOR AND OBTAIN CONTRACTOR/DEVELOPER SHALL PAY FOR AND OBTAIN SHALL PAY FOR AND OBTAIN SHALL PAY FOR AND OBTAIN PAY FOR AND OBTAIN PAY FOR AND OBTAIN FOR AND OBTAIN FOR AND OBTAIN AND OBTAIN AND OBTAIN OBTAIN OBTAIN ALL BUILDING PERMITS, LOCAL PERMITS AND PAY ALL BUILDING PERMITS, LOCAL PERMITS AND PAY ALL BUILDING PERMITS, LOCAL PERMITS AND PAY ALL PERMITS, LOCAL PERMITS AND PAY ALL PERMITS, LOCAL PERMITS AND PAY ALL LOCAL PERMITS AND PAY ALL LOCAL PERMITS AND PAY ALL PERMITS AND PAY ALL PERMITS AND PAY ALL AND PAY ALL AND PAY ALL PAY ALL PAY ALL ALL ALL CHARGES FOR ANY INSPECTION AND TESTING. 10. THE CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A THE CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A CONTRACTOR SHALL CONTROL NOISE, CARRY OUT A SHALL CONTROL NOISE, CARRY OUT A SHALL CONTROL NOISE, CARRY OUT A CONTROL NOISE, CARRY OUT A CONTROL NOISE, CARRY OUT A NOISE, CARRY OUT A NOISE, CARRY OUT A CARRY OUT A CARRY OUT A OUT A OUT A A A PROGRAM OF DUST CONTROL AND SHALL ALLOW NO OF DUST CONTROL AND SHALL ALLOW NO OF DUST CONTROL AND SHALL ALLOW NO DUST CONTROL AND SHALL ALLOW NO DUST CONTROL AND SHALL ALLOW NO CONTROL AND SHALL ALLOW NO CONTROL AND SHALL ALLOW NO AND SHALL ALLOW NO AND SHALL ALLOW NO SHALL ALLOW NO SHALL ALLOW NO ALLOW NO ALLOW NO NO NO ON-SITE BURNING. 11.
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