24.02.09 - Proposal 2 Alma Storm IFB - Civil.pdf
PDF 4 MB Posted
- Attached to
- RFP Storm Sewer Improvements
- Solicitation number
- RFP - ALMA - 240000001249
- Issued by
- Gratiot County, Allendale CDP, Michigan
About this file
This document appears to be an Invitation for Bids (IFB) for storm sewer improvements at Alma High School in Alma, Michigan, which is located in Gratiot County. The project involves the demolition and replacement of existing storm sewer infrastructure including catch basins, manholes, and approximately 560 linear feet of storm sewer pipe. The improvements are to be completed at the Alma High School site located at 1500 N. Pine Avenue, Alma, MI 48801. Bids are due by February 9, 2024. The contractor will be required to comply with local codes and regulations, including the Michigan Soil Erosion and Sedimentation Control Act. The project also includes site cleanup, grading, and site restoration work. Pricing and funding details are not provided, but the contractor will be responsible for supplying all necessary materials and equipment to complete the work.
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| File | Type | Posted |
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| RFP Turf Conversion-Sewer.pdf |
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WILLIAM A. KIBBE & ASSOCIATES, INC.
ENGINEERS | ARCHITECTS | SURVEYORS
PHONE:
EMAIL:
WEB:
PROJECT MANAGER
www.kibbe.com
PHONE:
EMAIL:
PROJECT DESIGNER
J. WHEELER
(989)-752-5000 jwheeler@kibbe.com
M. HORGER-HILL
(989)-752-5000 mkain@kibbe.com
OWNER / CLIENT:
PHONE:
EMAIL:
Phone bclark@almaschools.net
ALMA PUBLIC SCHOOLS
1500 N. PINE AVENUE
ALMA, MI 48801
(989)-463-3111
BRENT CLARK
SHEET INDEX
NUMBER TITLE MM
-D
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D
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CR
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C1.0 TOPOGRAPHIC SURVEY
C1.1
C2.0 SITE DEMOLITION PLAN
C3.0 PROPOSED SITE LAYOUT PLAN
C3.1 PROPOSED SITE LAYOUT PLAN
X
CONTACT INFORMATIONLOCATION MAP
ALMA PUBLIC SCHOOLS
ALMA, MI 48801
1500 N. PINE AVENUE
ALMA HIGH SCHOOL
PROPOSAL 2: STORM SEWER IMPROVEMENTS
Know what's below.
before you dig.Call
R
N
GRATIOT COUNTY
CITY OF ALMA
C2.1
X X X X
X X
C4.0 PROPOSED SITE GRADING AND UTILITY PLAN
C4.1
C4.2 SOIL EROSION AND SEDIMENTATION CONTROL PLAN
C5.0 PROPOSED STORM PLAN AND PROFILE
C5.1
C4.3
X X X X
X X
TOPOGRAPHIC SURVEY
SITE DEMOLITION PLAN
PROPOSED SITE GRADING AND UTILITY PLAN
SOIL EROSION AND SEDIMENTATION CONTROL PLAN
PROPOSED STORM PLAN AND PROFILE
C6.0 XPROPOSED SITE DETAILS
AutoCAD SHX Text
PINE AVE
AutoCAD SHX Text
PINE AVE
AutoCAD SHX Text
PANTHER PKWY
AutoCAD SHX Text
RICHMOND ST
AutoCAD SHX Text
WASHINGTON AVE
AutoCAD SHX Text
EAST END ST
AutoCAD SHX Text
ELWELL ST
AutoCAD SHX Text
MASONIC DR
AutoCAD SHX Text
E. WARWICK DR
AutoCAD SHX Text
MARY CT
AutoCAD SHX Text
BRIDGE AVE
AutoCAD SHX Text
N. BEGOLE RD
AutoCAD SHX Text
SITE
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AutoCAD SHX Text C
AutoCAD SHX Text
EX. MANHOLE RIM=742.11
AutoCAD SHX Text EX. CATCH BASIN RIM=739.87 8" INV. CPP N.E.=736.27 12" INV. RCP N.E.=733.52 12" INV. RCP. N.W.=733.67 12" INV. PLAS. S.=737.47 12" INV. RCP S.= 733.27 SUMP=732.87
AutoCAD SHX Text EX. BEEHIVE CATCH BASIN RIM=742.96 12" INV. PLAS. N.=738.26 12" INV. PLAS. S.W.=738.41 8" INV. CPP. E.=738.41 SUMP=736.31
AutoCAD SHX Text C
AutoCAD SHX Text
DS
AutoCAD SHX Text EX. CATCH BASIN RIM=750.23 12" INV. RCP N.=732.81 12" INV. RCP S.=732.91 SUMP=732.88
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. BIT
AutoCAD SHX Text
EX. TENNIS COURTS
AutoCAD SHX Text
EX. TENNIS COURTS
AutoCAD SHX Text
EX. STORM CATCH BASIN/MANHOLE
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
AutoCAD SHX Text
(C. OR CONC.)
AutoCAD SHX Text
EX. SIGN WITH POST
AutoCAD SHX Text C
AutoCAD SHX Text
EX. UTILITY RISER
AutoCAD SHX Text
EX. LIGHT POLE
AutoCAD SHX Text
EX. SEWER CLEANOUT
AutoCAD SHX Text
EX. SPOT GRADE
AutoCAD SHX Text
EX. ELECTRIC LINES
AutoCAD SHX Text
SAN
AutoCAD SHX Text
STM
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
EX. STORM SEWER
AutoCAD SHX Text
EX. WOOD FENCE
AutoCAD SHX Text
WAT
AutoCAD SHX Text
EX. SANITARY SEWER W/MANHOLE
AutoCAD SHX Text
EX. WATERMAIN
AutoCAD SHX Text
EX. CHAINLINK FENCE
AutoCAD SHX Text
EX. WATER OR GAS VALVE
AutoCAD SHX Text
EX. HYDRANT
AutoCAD SHX Text
EX. STEEL POST
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
EX. CENTERLINE DITCH
AutoCAD SHX Text
EX. STORM CURB INLET
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. BUILDINGS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text
EX. FLAG POLE
AutoCAD SHX Text S
AutoCAD SHX Text
EX. SPRINKLER HEAD
AutoCAD SHX Text
EX. TRANSFORMER
AutoCAD SHX Text T
AutoCAD SHX Text
EX. ELECTRICAL BOX/OUTLET
AutoCAD SHX Text E
AutoCAD SHX Text
EX. IRRIGATION CONTROL BOX
AutoCAD SHX Text I
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS PROVIDED BY GPRS. 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 %%uBENCHMARK
AutoCAD SHX Text NO.1 - RAILROAD SPIKE IN LIGHT POLE AT SOUTHEAST END OF SOUTHERLY TENNIS COURTS ELEVATION = 746.46 (NAVD 88 DATUM)
AutoCAD SHX Text
%%UFLOODPLAIN
AutoCAD SHX Text PARCELS ARE NOT LOCATED IN THE FLOOD ZONE PER FEMA MAP 26057C0044C, EFFECTIVE OCTOBER 18, 2011
AutoCAD SHX Text NO.2 - RIM OF STORM MAN HOLE SOURTH EASTERLY OF BUS LOOP ELEVATION = 747.14 (NAVD 88 DATUM)
AutoCAD SHX Text NO.3 - NORTHEAST FLANGE BOLT OF FIRE HYDRANT ON NORTH SIDE OF NORTHERN PARKING LOT ENTERANCE DRIVE ELEVATION = 746.22 (NAVD 88 DATUM)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCH LINE SEE SHEET C1.1
AutoCAD SHX Text
MATCH LINE SEE SHEET C1.1
AutoCAD SHX Text
PINE AVE
AutoCAD SHX Text
PINE AVE
AutoCAD SHX Text
PANTHER PKWY
AutoCAD SHX Text
RICHMOND ST
AutoCAD SHX Text
WASHINGTON AVE
AutoCAD SHX Text
EAST END ST
AutoCAD SHX Text
ELWELL ST
AutoCAD SHX Text
MASONIC DR
AutoCAD SHX Text
E. WARWICK DR
AutoCAD SHX Text
MARY CT
AutoCAD SHX Text
BRIDGE AVE
AutoCAD SHX Text
N. BEGOLE RD
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AutoCAD SHX Text
EX. 12" INV. ELEV.=731.54
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. STORM CATCH BASIN/MANHOLE
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
AutoCAD SHX Text
(C. OR CONC.)
AutoCAD SHX Text
EX. SIGN WITH POST
AutoCAD SHX Text C
AutoCAD SHX Text
EX. UTILITY RISER
AutoCAD SHX Text
EX. LIGHT POLE
AutoCAD SHX Text
EX. SEWER CLEANOUT
AutoCAD SHX Text
EX. SPOT GRADE
AutoCAD SHX Text
EX. ELECTRIC LINES
AutoCAD SHX Text
SAN
AutoCAD SHX Text
STM
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
EX. STORM SEWER
AutoCAD SHX Text
EX. WOOD FENCE
AutoCAD SHX Text
WAT
AutoCAD SHX Text
EX. SANITARY SEWER W/MANHOLE
AutoCAD SHX Text
EX. WATERMAIN
AutoCAD SHX Text
EX. CHAINLINK FENCE
AutoCAD SHX Text
EX. WATER OR GAS VALVE
AutoCAD SHX Text
EX. HYDRANT
AutoCAD SHX Text
EX. STEEL POST
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
EX. CENTERLINE DITCH
AutoCAD SHX Text
EX. STORM CURB INLET
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. BUILDINGS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text
EX. FLAG POLE
AutoCAD SHX Text S
AutoCAD SHX Text
EX. SPRINKLER HEAD
AutoCAD SHX Text
EX. TRANSFORMER
AutoCAD SHX Text T
AutoCAD SHX Text
EX. ELECTRICAL BOX/OUTLET
AutoCAD SHX Text E
AutoCAD SHX Text
EX. IRRIGATION CONTROL BOX
AutoCAD SHX Text I
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS PROVIDED BY GPRS. 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 %%uBENCHMARK
AutoCAD SHX Text NO.1 - RAILROAD SPIKE IN LIGHT POLE AT SOUTHEAST END OF SOUTHERLY TENNIS COURTS ELEVATION = 746.46 (NAVD 88 DATUM)
AutoCAD SHX Text
%%UFLOODPLAIN
AutoCAD SHX Text PARCELS ARE NOT LOCATED IN THE FLOOD ZONE PER FEMA MAP 26057C0044C, EFFECTIVE OCTOBER 18, 2011
AutoCAD SHX Text NO.2 - RIM OF STORM MAN HOLE SOURTH EASTERLY OF BUS LOOP ELEVATION = 747.14 (NAVD 88 DATUM)
AutoCAD SHX Text NO.3 - NORTHEAST FLANGE BOLT OF FIRE HYDRANT ON NORTH SIDE OF NORTHERN PARKING LOT ENTERANCE DRIVE ELEVATION = 746.22 (NAVD 88 DATUM)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
TOPOGRAPHIC SURVEY
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
MATCH LINE SEE SHEET C1.0
AutoCAD SHX Text
MATCH LINE SEE SHEET C1.0
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PINE AVE
AutoCAD SHX Text
PINE AVE
AutoCAD SHX Text
PANTHER PKWY
AutoCAD SHX Text
RICHMOND ST
AutoCAD SHX Text
WASHINGTON AVE
AutoCAD SHX Text
EAST END ST
AutoCAD SHX Text
ELWELL ST
AutoCAD SHX Text
MASONIC DR
AutoCAD SHX Text
E. WARWICK DR
AutoCAD SHX Text
MARY CT
AutoCAD SHX Text
BRIDGE AVE
AutoCAD SHX Text
N. BEGOLE RD
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2/5 /20
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AutoCAD SHX Text C
AutoCAD SHX Text
EX. MANHOLE RIM=742.11
AutoCAD SHX Text EX. BEEHIVE CATCH BASIN RIM=742.96 12" INV. PLAS. N.=738.26 12" INV. PLAS. S.W.=738.41 8" INV. CPP. E.=738.41 SUMP=736.31
AutoCAD SHX Text C
AutoCAD SHX Text
DS
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. BIT
AutoCAD SHX Text
EX. TENNIS COURTS
AutoCAD SHX Text
EX. TENNIS COURTS
AutoCAD SHX Text
EX. STORM CATCH BASIN/MANHOLE
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
AutoCAD SHX Text
(C. OR CONC.)
AutoCAD SHX Text
EX. SIGN WITH POST
AutoCAD SHX Text C
AutoCAD SHX Text
EX. UTILITY RISER
AutoCAD SHX Text
EX. LIGHT POLE
AutoCAD SHX Text
EX. SEWER CLEANOUT
AutoCAD SHX Text
EX. SPOT GRADE
AutoCAD SHX Text
EX. ELECTRIC LINES
AutoCAD SHX Text
SAN
AutoCAD SHX Text
STM
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
EX. STORM SEWER
AutoCAD SHX Text
EX. WOOD FENCE
AutoCAD SHX Text
WAT
AutoCAD SHX Text
EX. SANITARY SEWER W/MANHOLE
AutoCAD SHX Text
EX. WATERMAIN
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EX. CHAINLINK FENCE
AutoCAD SHX Text
EX. WATER OR GAS VALVE
AutoCAD SHX Text
EX. HYDRANT
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EX. STEEL POST
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
EX. CENTERLINE DITCH
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EX. STORM CURB INLET
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EX. CONTOUR
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EX. CONTOUR
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EX. BUILDINGS
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AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text
EX. FLAG POLE
AutoCAD SHX Text S
AutoCAD SHX Text
EX. SPRINKLER HEAD
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EX. TRANSFORMER
AutoCAD SHX Text T
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EX. ELECTRICAL BOX/OUTLET
AutoCAD SHX Text E
AutoCAD SHX Text
EX. IRRIGATION CONTROL BOX
AutoCAD SHX Text I
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS PROVIDED BY GPRS. 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 %%uBENCHMARK
AutoCAD SHX Text NO.1 - RAILROAD SPIKE IN LIGHT POLE AT SOUTHEAST END OF SOUTHERLY TENNIS COURTS ELEVATION = 746.46 (NAVD 88 DATUM)
AutoCAD SHX Text
%%UFLOODPLAIN
AutoCAD SHX Text PARCELS ARE NOT LOCATED IN THE FLOOD ZONE PER FEMA MAP 26057C0044C, EFFECTIVE OCTOBER 18, 2011
AutoCAD SHX Text NO.2 - RIM OF STORM MAN HOLE SOURTH EASTERLY OF BUS LOOP ELEVATION = 747.14 (NAVD 88 DATUM)
AutoCAD SHX Text NO.3 - NORTHEAST FLANGE BOLT OF FIRE HYDRANT ON NORTH SIDE OF NORTHERN PARKING LOT ENTERANCE DRIVE ELEVATION = 746.22 (NAVD 88 DATUM)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
SITE DEMOLITION PLAN
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
MATCH LINE SEE SHEET C2.1
AutoCAD SHX Text
MATCH LINE SEE SHEET C2.1
AutoCAD SHX Text DEMOLITION NOTES: 1. ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES WORK SHALL CONFORM TO ALL LOCAL CODES WORK SHALL CONFORM TO ALL LOCAL CODES SHALL CONFORM TO ALL LOCAL CODES SHALL CONFORM TO ALL LOCAL CODES CONFORM TO ALL LOCAL CODES CONFORM TO ALL LOCAL CODES TO ALL LOCAL CODES TO ALL LOCAL CODES ALL LOCAL CODES ALL LOCAL CODES LOCAL CODES LOCAL CODES CODES CODES AND ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY ALL DEMOLITION OPERATIONS SHALL COMPLY ALL DEMOLITION OPERATIONS SHALL COMPLY DEMOLITION OPERATIONS SHALL COMPLY DEMOLITION OPERATIONS SHALL COMPLY OPERATIONS SHALL COMPLY OPERATIONS SHALL COMPLY SHALL COMPLY SHALL COMPLY COMPLY COMPLY WITH MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE REGULATIONS INSOFAR AS THEY APPLY TO THE REGULATIONS INSOFAR AS THEY APPLY TO THE INSOFAR AS THEY APPLY TO THE INSOFAR AS THEY APPLY TO THE AS THEY APPLY TO THE AS THEY APPLY TO THE THEY APPLY TO THE THEY APPLY TO THE APPLY TO THE APPLY TO THE TO THE TO THE THE THE REQUIRED WORK.A SOIL EROSION CONTROL PLAN WILL BE WORK.A SOIL EROSION CONTROL PLAN WILL BE WORK.A SOIL EROSION CONTROL PLAN WILL BE SOIL EROSION CONTROL PLAN WILL BE SOIL EROSION CONTROL PLAN WILL BE EROSION CONTROL PLAN WILL BE EROSION CONTROL PLAN WILL BE CONTROL PLAN WILL BE CONTROL PLAN WILL BE PLAN WILL BE PLAN WILL BE WILL BE WILL BE BE BE REQUIRED PRIOR TO DEMOLITION. 2. THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, SHALL REMOVE AND CLEAR ALL TREES, SHALL REMOVE AND CLEAR ALL TREES, REMOVE AND CLEAR ALL TREES, REMOVE AND CLEAR ALL TREES, AND CLEAR ALL TREES, AND CLEAR ALL TREES, CLEAR ALL TREES, CLEAR ALL TREES, ALL TREES, ALL TREES, TREES, TREES, BRUSH, FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN BUILDINGS, CURB AND PAVEMENT AS SHOWN BUILDINGS, CURB AND PAVEMENT AS SHOWN CURB AND PAVEMENT AS SHOWN CURB AND PAVEMENT AS SHOWN AND PAVEMENT AS SHOWN AND PAVEMENT AS SHOWN PAVEMENT AS SHOWN PAVEMENT AS SHOWN AS SHOWN AS SHOWN SHOWN SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. ALL DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM ALL DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM MATERIAL SHALL BE PROPERLY REMOVED FROM MATERIAL SHALL BE PROPERLY REMOVED FROM SHALL BE PROPERLY REMOVED FROM SHALL BE PROPERLY REMOVED FROM BE PROPERLY REMOVED FROM BE PROPERLY REMOVED FROM PROPERLY REMOVED FROM PROPERLY REMOVED FROM REMOVED FROM REMOVED FROM FROM FROM THE SITE AND DISPOSED OF IN A LEGALLY DESIGNATED SITE AND DISPOSED OF IN A LEGALLY DESIGNATED SITE AND DISPOSED OF IN A LEGALLY DESIGNATED AND DISPOSED OF IN A LEGALLY DESIGNATED AND DISPOSED OF IN A LEGALLY DESIGNATED DISPOSED OF IN A LEGALLY DESIGNATED DISPOSED OF IN A LEGALLY DESIGNATED OF IN A LEGALLY DESIGNATED OF IN A LEGALLY DESIGNATED IN A LEGALLY DESIGNATED IN A LEGALLY DESIGNATED A LEGALLY DESIGNATED A LEGALLY DESIGNATED LEGALLY DESIGNATED LEGALLY DESIGNATED DESIGNATED DESIGNATED DISPOSAL AREA. NO ON-SITE BURNING WILL BE PERMITTED. AREA. NO ON-SITE BURNING WILL BE PERMITTED. AREA. NO ON-SITE BURNING WILL BE PERMITTED. NO ON-SITE BURNING WILL BE PERMITTED. NO ON-SITE BURNING WILL BE PERMITTED. ON-SITE BURNING WILL BE PERMITTED. ON-SITE BURNING WILL BE PERMITTED. BURNING WILL BE PERMITTED. BURNING WILL BE PERMITTED. WILL BE PERMITTED. WILL BE PERMITTED. BE PERMITTED. BE PERMITTED. PERMITTED. PERMITTED. PERMITS AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL FEES FOR DISPOSAL OF DEMOLITION MATERIAL FEES FOR DISPOSAL OF DEMOLITION MATERIAL FOR DISPOSAL OF DEMOLITION MATERIAL FOR DISPOSAL OF DEMOLITION MATERIAL DISPOSAL OF DEMOLITION MATERIAL DISPOSAL OF DEMOLITION MATERIAL OF DEMOLITION MATERIAL OF DEMOLITION MATERIAL DEMOLITION MATERIAL DEMOLITION MATERIAL MATERIAL MATERIAL SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 4. BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL AREAS WITH CLEAN GRANULAR FILL AREAS WITH CLEAN GRANULAR FILL WITH CLEAN GRANULAR FILL WITH CLEAN GRANULAR FILL CLEAN GRANULAR FILL CLEAN GRANULAR FILL GRANULAR FILL GRANULAR FILL FILL FILL COMPACTED TO 95% DENSITY IN 12" LIFTS. 5. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE OF THE DEMOLITION OPERATIONS, THE OF THE DEMOLITION OPERATIONS, THE THE DEMOLITION OPERATIONS, THE THE DEMOLITION OPERATIONS, THE DEMOLITION OPERATIONS, THE DEMOLITION OPERATIONS, THE OPERATIONS, THE OPERATIONS, THE THE THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH AREA SHALL BE LEFT IN A CLEAN CONDITION WITH AREA SHALL BE LEFT IN A CLEAN CONDITION WITH SHALL BE LEFT IN A CLEAN CONDITION WITH SHALL BE LEFT IN A CLEAN CONDITION WITH BE LEFT IN A CLEAN CONDITION WITH BE LEFT IN A CLEAN CONDITION WITH LEFT IN A CLEAN CONDITION WITH LEFT IN A CLEAN CONDITION WITH IN A CLEAN CONDITION WITH IN A CLEAN CONDITION WITH A CLEAN CONDITION WITH A CLEAN CONDITION WITH CLEAN CONDITION WITH CLEAN CONDITION WITH CONDITION WITH CONDITION WITH WITH WITH ANY PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL DEVICES AND BARRIERS REMOVED. ALL DEVICES AND BARRIERS REMOVED. ALL AND BARRIERS REMOVED. ALL AND BARRIERS REMOVED. ALL BARRIERS REMOVED. ALL BARRIERS REMOVED. ALL REMOVED. ALL REMOVED. ALL ALL ALL EXPOSED AREAS SHALL BE SUITABLY TOPSOILED, SEEDED AND AREAS SHALL BE SUITABLY TOPSOILED, SEEDED AND AREAS SHALL BE SUITABLY TOPSOILED, SEEDED AND SHALL BE SUITABLY TOPSOILED, SEEDED AND SHALL BE SUITABLY TOPSOILED, SEEDED AND BE SUITABLY TOPSOILED, SEEDED AND BE SUITABLY TOPSOILED, SEEDED AND SUITABLY TOPSOILED, SEEDED AND SUITABLY TOPSOILED, SEEDED AND TOPSOILED, SEEDED AND TOPSOILED, SEEDED AND SEEDED AND SEEDED AND AND AND MULCHED. 6. CONTRACTOR TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION CONTRACTOR TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION VERIFY ALL UTILITIES WITHIN CONSTRUCTION VERIFY ALL UTILITIES WITHIN CONSTRUCTION ALL UTILITIES WITHIN CONSTRUCTION ALL UTILITIES WITHIN CONSTRUCTION UTILITIES WITHIN CONSTRUCTION UTILITIES WITHIN CONSTRUCTION WITHIN CONSTRUCTION WITHIN CONSTRUCTION CONSTRUCTION CONSTRUCTION INFLUENCE. NOTIFY ENGINEER OF ANY CONFLICTS. 7. CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY SHALL COORDINATE WITH ALL LOCAL UTILITY SHALL COORDINATE WITH ALL LOCAL UTILITY COORDINATE WITH ALL LOCAL UTILITY COORDINATE WITH ALL LOCAL UTILITY WITH ALL LOCAL UTILITY WITH ALL LOCAL UTILITY ALL LOCAL UTILITY ALL LOCAL UTILITY LOCAL UTILITY LOCAL UTILITY UTILITY UTILITY OWNERS, IE; SBC, CONSUMERS ENERGY, CHARTER COMM., CITY IE; SBC, CONSUMERS ENERGY, CHARTER COMM., CITY IE; SBC, CONSUMERS ENERGY, CHARTER COMM., CITY SBC, CONSUMERS ENERGY, CHARTER COMM., CITY SBC, CONSUMERS ENERGY, CHARTER COMM., CITY CONSUMERS ENERGY, CHARTER COMM., CITY CONSUMERS ENERGY, CHARTER COMM., CITY ENERGY, CHARTER COMM., CITY ENERGY, CHARTER COMM., CITY CHARTER COMM., CITY CHARTER COMM., CITY COMM., CITY COMM., CITY CITY CITY OF ALMA AND ALL OTHERS THAT WOULD APPLY TO THE ALMA AND ALL OTHERS THAT WOULD APPLY TO THE ALMA AND ALL OTHERS THAT WOULD APPLY TO THE AND ALL OTHERS THAT WOULD APPLY TO THE AND ALL OTHERS THAT WOULD APPLY TO THE ALL OTHERS THAT WOULD APPLY TO THE ALL OTHERS THAT WOULD APPLY TO THE OTHERS THAT WOULD APPLY TO THE OTHERS THAT WOULD APPLY TO THE THAT WOULD APPLY TO THE THAT WOULD APPLY TO THE WOULD APPLY TO THE WOULD APPLY TO THE APPLY TO THE APPLY TO THE TO THE TO THE THE THE DISTURBED AREA OF CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY CONSTRUCTION SCHEDULING AND CONTRACTOR SHALL VERIFY CONSTRUCTION SCHEDULING AND SHALL VERIFY CONSTRUCTION SCHEDULING AND SHALL VERIFY CONSTRUCTION SCHEDULING AND VERIFY CONSTRUCTION SCHEDULING AND VERIFY CONSTRUCTION SCHEDULING AND CONSTRUCTION SCHEDULING AND CONSTRUCTION SCHEDULING AND SCHEDULING AND SCHEDULING AND AND AND NOTES ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO SHEET PRIOR TO DEMOLITION. DEMOLITION TO SHEET PRIOR TO DEMOLITION. DEMOLITION TO PRIOR TO DEMOLITION. DEMOLITION TO PRIOR TO DEMOLITION. DEMOLITION TO TO DEMOLITION. DEMOLITION TO TO DEMOLITION. DEMOLITION TO DEMOLITION. DEMOLITION TO DEMOLITION. DEMOLITION TO DEMOLITION TO DEMOLITION TO TO TO BE SCHEDULED WITH OWNER AND ENGINEER. 9. CONTRACTOR TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES CONTRACTOR TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES VERIFY ALL SPRINKLER SYSTEM APPURTENANCES VERIFY ALL SPRINKLER SYSTEM APPURTENANCES ALL SPRINKLER SYSTEM APPURTENANCES ALL SPRINKLER SYSTEM APPURTENANCES SPRINKLER SYSTEM APPURTENANCES SPRINKLER SYSTEM APPURTENANCES SYSTEM APPURTENANCES SYSTEM APPURTENANCES APPURTENANCES APPURTENANCES WITHIN PROPOSED NEW CONSTRUCTION AREAS, IF APPLICABLE. PROPOSED NEW CONSTRUCTION AREAS, IF APPLICABLE. PROPOSED NEW CONSTRUCTION AREAS, IF APPLICABLE. NEW CONSTRUCTION AREAS, IF APPLICABLE. NEW CONSTRUCTION AREAS, IF APPLICABLE. CONSTRUCTION AREAS, IF APPLICABLE. CONSTRUCTION AREAS, IF APPLICABLE. AREAS, IF APPLICABLE. AREAS, IF APPLICABLE. IF APPLICABLE. IF APPLICABLE. APPLICABLE. APPLICABLE. CONTRACTOR SHALL REMOVE AND RELOCATE PER THE SPRINKLER SHALL REMOVE AND RELOCATE PER THE SPRINKLER SHALL REMOVE AND RELOCATE PER THE SPRINKLER REMOVE AND RELOCATE PER THE SPRINKLER REMOVE AND RELOCATE PER THE SPRINKLER AND RELOCATE PER THE SPRINKLER AND RELOCATE PER THE SPRINKLER RELOCATE PER THE SPRINKLER RELOCATE PER THE SPRINKLER PER THE SPRINKLER PER THE SPRINKLER THE SPRINKLER THE SPRINKLER SPRINKLER SPRINKLER MANUFACTURER'S SPECIFICATIONS AND PER OWNER.
AutoCAD SHX Text
%%UDEMOLITION KEYED NOTES:
AutoCAD SHX Text
SAW CUT LINE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING STORM LINE
AutoCAD SHX Text
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REMOVE EXISTING CATCH BASIN
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AREA REPRESENTED BY:
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
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PINE AVE
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PINE AVE
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PANTHER PKWY
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RICHMOND ST
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WASHINGTON AVE
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EAST END ST
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ELWELL ST
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MASONIC DR
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E. WARWICK DR
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MARY CT
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BRIDGE AVE
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AutoCAD SHX Text
EX. 12" INV. ELEV.=731.54
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. TREES
AutoCAD SHX Text
EX. STORM CATCH BASIN/MANHOLE
AutoCAD SHX Text
EX. CONCRETE PAVEMENT
AutoCAD SHX Text
EX. BITUMINOUS PAVEMENT
AutoCAD SHX Text
EX. GRAVEL PAVEMENT
AutoCAD SHX Text
(C. OR CONC.)
AutoCAD SHX Text
EX. SIGN WITH POST
AutoCAD SHX Text C
AutoCAD SHX Text
EX. UTILITY RISER
AutoCAD SHX Text
EX. LIGHT POLE
AutoCAD SHX Text
EX. SEWER CLEANOUT
AutoCAD SHX Text
EX. SPOT GRADE
AutoCAD SHX Text
EX. ELECTRIC LINES
AutoCAD SHX Text
SAN
AutoCAD SHX Text
STM
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
ELEC
AutoCAD SHX Text
EX. STORM SEWER
AutoCAD SHX Text
EX. WOOD FENCE
AutoCAD SHX Text
WAT
AutoCAD SHX Text
EX. SANITARY SEWER W/MANHOLE
AutoCAD SHX Text
EX. WATERMAIN
AutoCAD SHX Text
EX. CHAINLINK FENCE
AutoCAD SHX Text
EX. WATER OR GAS VALVE
AutoCAD SHX Text
EX. HYDRANT
AutoCAD SHX Text
EX. STEEL POST
AutoCAD SHX Text
EX. UTILITY POLE
AutoCAD SHX Text
EX. CENTERLINE DITCH
AutoCAD SHX Text
EX. STORM CURB INLET
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. CONTOUR
AutoCAD SHX Text
EX. BUILDINGS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 781.36
AutoCAD SHX Text %%uLEGEND
AutoCAD SHX Text
EX. FLAG POLE
AutoCAD SHX Text S
AutoCAD SHX Text
EX. SPRINKLER HEAD
AutoCAD SHX Text
EX. TRANSFORMER
AutoCAD SHX Text T
AutoCAD SHX Text
EX. ELECTRICAL BOX/OUTLET
AutoCAD SHX Text E
AutoCAD SHX Text
EX. IRRIGATION CONTROL BOX
AutoCAD SHX Text I
AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS PROVIDED BY GPRS. 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 %%uBENCHMARK
AutoCAD SHX Text NO.1 - RAILROAD SPIKE IN LIGHT POLE AT SOUTHEAST END OF SOUTHERLY TENNIS COURTS ELEVATION = 746.46 (NAVD 88 DATUM)
AutoCAD SHX Text
%%UFLOODPLAIN
AutoCAD SHX Text PARCELS ARE NOT LOCATED IN THE FLOOD ZONE PER FEMA MAP 26057C0044C, EFFECTIVE OCTOBER 18, 2011
AutoCAD SHX Text NO.2 - RIM OF STORM MAN HOLE SOURTH EASTERLY OF BUS LOOP ELEVATION = 747.14 (NAVD 88 DATUM)
AutoCAD SHX Text NO.3 - NORTHEAST FLANGE BOLT OF FIRE HYDRANT ON NORTH SIDE OF NORTHERN PARKING LOT ENTERANCE DRIVE ELEVATION = 746.22 (NAVD 88 DATUM)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text
SITE DEMOLITION PLAN
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
MATCH LINE SEE SHEET C2.0
AutoCAD SHX Text
MATCH LINE SEE SHEET C2.0
AutoCAD SHX Text DEMOLITION NOTES: 1. ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES DEMOLITION WORK SHALL CONFORM TO ALL LOCAL CODES WORK SHALL CONFORM TO ALL LOCAL CODES WORK SHALL CONFORM TO ALL LOCAL CODES SHALL CONFORM TO ALL LOCAL CODES SHALL CONFORM TO ALL LOCAL CODES CONFORM TO ALL LOCAL CODES CONFORM TO ALL LOCAL CODES TO ALL LOCAL CODES TO ALL LOCAL CODES ALL LOCAL CODES ALL LOCAL CODES LOCAL CODES LOCAL CODES CODES CODES AND ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY ORDINANCES. ALL DEMOLITION OPERATIONS SHALL COMPLY ALL DEMOLITION OPERATIONS SHALL COMPLY ALL DEMOLITION OPERATIONS SHALL COMPLY DEMOLITION OPERATIONS SHALL COMPLY DEMOLITION OPERATIONS SHALL COMPLY OPERATIONS SHALL COMPLY OPERATIONS SHALL COMPLY SHALL COMPLY SHALL COMPLY COMPLY COMPLY WITH MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE MIOSHA REGULATIONS INSOFAR AS THEY APPLY TO THE REGULATIONS INSOFAR AS THEY APPLY TO THE REGULATIONS INSOFAR AS THEY APPLY TO THE INSOFAR AS THEY APPLY TO THE INSOFAR AS THEY APPLY TO THE AS THEY APPLY TO THE AS THEY APPLY TO THE THEY APPLY TO THE THEY APPLY TO THE APPLY TO THE APPLY TO THE TO THE TO THE THE THE REQUIRED WORK.A SOIL EROSION CONTROL PLAN WILL BE WORK.A SOIL EROSION CONTROL PLAN WILL BE WORK.A SOIL EROSION CONTROL PLAN WILL BE SOIL EROSION CONTROL PLAN WILL BE SOIL EROSION CONTROL PLAN WILL BE EROSION CONTROL PLAN WILL BE EROSION CONTROL PLAN WILL BE CONTROL PLAN WILL BE CONTROL PLAN WILL BE PLAN WILL BE PLAN WILL BE WILL BE WILL BE BE BE REQUIRED PRIOR TO DEMOLITION. 2. THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, THE CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, CONTRACTOR SHALL REMOVE AND CLEAR ALL TREES, SHALL REMOVE AND CLEAR ALL TREES, SHALL REMOVE AND CLEAR ALL TREES, REMOVE AND CLEAR ALL TREES, REMOVE AND CLEAR ALL TREES, AND CLEAR ALL TREES, AND CLEAR ALL TREES, CLEAR ALL TREES, CLEAR ALL TREES, ALL TREES, ALL TREES, TREES, TREES, BRUSH, FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN FENCES, BUILDINGS, CURB AND PAVEMENT AS SHOWN BUILDINGS, CURB AND PAVEMENT AS SHOWN BUILDINGS, CURB AND PAVEMENT AS SHOWN CURB AND PAVEMENT AS SHOWN CURB AND PAVEMENT AS SHOWN AND PAVEMENT AS SHOWN AND PAVEMENT AS SHOWN PAVEMENT AS SHOWN PAVEMENT AS SHOWN AS SHOWN AS SHOWN SHOWN SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. ALL DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM ALL DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM DEMOLITION MATERIAL SHALL BE PROPERLY REMOVED FROM MATERIAL SHALL BE PROPERLY REMOVED FROM MATERIAL SHALL BE PROPERLY REMOVED FROM SHALL BE PROPERLY REMOVED FROM SHALL BE PROPERLY REMOVED FROM BE PROPERLY REMOVED FROM BE PROPERLY REMOVED FROM PROPERLY REMOVED FROM PROPERLY REMOVED FROM REMOVED FROM REMOVED FROM FROM FROM THE SITE AND DISPOSED OF IN A LEGALLY DESIGNATED SITE AND DISPOSED OF IN A LEGALLY DESIGNATED SITE AND DISPOSED OF IN A LEGALLY DESIGNATED AND DISPOSED OF IN A LEGALLY DESIGNATED AND DISPOSED OF IN A LEGALLY DESIGNATED DISPOSED OF IN A LEGALLY DESIGNATED DISPOSED OF IN A LEGALLY DESIGNATED OF IN A LEGALLY DESIGNATED OF IN A LEGALLY DESIGNATED IN A LEGALLY DESIGNATED IN A LEGALLY DESIGNATED A LEGALLY DESIGNATED A LEGALLY DESIGNATED LEGALLY DESIGNATED LEGALLY DESIGNATED DESIGNATED DESIGNATED DISPOSAL AREA. NO ON-SITE BURNING WILL BE PERMITTED. AREA. NO ON-SITE BURNING WILL BE PERMITTED. AREA. NO ON-SITE BURNING WILL BE PERMITTED. NO ON-SITE BURNING WILL BE PERMITTED. NO ON-SITE BURNING WILL BE PERMITTED. ON-SITE BURNING WILL BE PERMITTED. ON-SITE BURNING WILL BE PERMITTED. BURNING WILL BE PERMITTED. BURNING WILL BE PERMITTED. WILL BE PERMITTED. WILL BE PERMITTED. BE PERMITTED. BE PERMITTED. PERMITTED. PERMITTED. PERMITS AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL AND FEES FOR DISPOSAL OF DEMOLITION MATERIAL FEES FOR DISPOSAL OF DEMOLITION MATERIAL FEES FOR DISPOSAL OF DEMOLITION MATERIAL FOR DISPOSAL OF DEMOLITION MATERIAL FOR DISPOSAL OF DEMOLITION MATERIAL DISPOSAL OF DEMOLITION MATERIAL DISPOSAL OF DEMOLITION MATERIAL OF DEMOLITION MATERIAL OF DEMOLITION MATERIAL DEMOLITION MATERIAL DEMOLITION MATERIAL MATERIAL MATERIAL SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 4. BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL BACKFILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL EXCAVATED AREAS WITH CLEAN GRANULAR FILL AREAS WITH CLEAN GRANULAR FILL AREAS WITH CLEAN GRANULAR FILL WITH CLEAN GRANULAR FILL WITH CLEAN GRANULAR FILL CLEAN GRANULAR FILL CLEAN GRANULAR FILL GRANULAR FILL GRANULAR FILL FILL FILL COMPACTED TO 95% DENSITY IN 12" LIFTS. 5. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE OF THE DEMOLITION OPERATIONS, THE OF THE DEMOLITION OPERATIONS, THE THE DEMOLITION OPERATIONS, THE THE DEMOLITION OPERATIONS, THE DEMOLITION OPERATIONS, THE DEMOLITION OPERATIONS, THE OPERATIONS, THE OPERATIONS, THE THE THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH WORK AREA SHALL BE LEFT IN A CLEAN CONDITION WITH AREA SHALL BE LEFT IN A CLEAN CONDITION WITH AREA SHALL BE LEFT IN A CLEAN CONDITION WITH SHALL BE LEFT IN A CLEAN CONDITION WITH SHALL BE LEFT IN A CLEAN CONDITION WITH BE LEFT IN A CLEAN CONDITION WITH BE LEFT IN A CLEAN CONDITION WITH LEFT IN A CLEAN CONDITION WITH LEFT IN A CLEAN CONDITION WITH IN A CLEAN CONDITION WITH IN A CLEAN CONDITION WITH A CLEAN CONDITION WITH A CLEAN CONDITION WITH CLEAN CONDITION WITH CLEAN CONDITION WITH CONDITION WITH CONDITION WITH WITH WITH ANY PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL PROTECTIVE DEVICES AND BARRIERS REMOVED. ALL DEVICES AND BARRIERS REMOVED. ALL DEVICES AND BARRIERS REMOVED. ALL AND BARRIERS REMOVED. ALL AND BARRIERS REMOVED. ALL BARRIERS REMOVED. ALL BARRIERS REMOVED. ALL REMOVED. ALL REMOVED. ALL ALL ALL EXPOSED AREAS SHALL BE SUITABLY TOPSOILED, SEEDED AND AREAS SHALL BE SUITABLY TOPSOILED, SEEDED AND AREAS SHALL BE SUITABLY TOPSOILED, SEEDED AND SHALL BE SUITABLY TOPSOILED, SEEDED AND SHALL BE SUITABLY TOPSOILED, SEEDED AND BE SUITABLY TOPSOILED, SEEDED AND BE SUITABLY TOPSOILED, SEEDED AND SUITABLY TOPSOILED, SEEDED AND SUITABLY TOPSOILED, SEEDED AND TOPSOILED, SEEDED AND TOPSOILED, SEEDED AND SEEDED AND SEEDED AND AND AND MULCHED. 6. CONTRACTOR TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION CONTRACTOR TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION TO VERIFY ALL UTILITIES WITHIN CONSTRUCTION VERIFY ALL UTILITIES WITHIN CONSTRUCTION VERIFY ALL UTILITIES WITHIN CONSTRUCTION ALL UTILITIES WITHIN CONSTRUCTION ALL UTILITIES WITHIN CONSTRUCTION UTILITIES WITHIN CONSTRUCTION UTILITIES WITHIN CONSTRUCTION WITHIN CONSTRUCTION WITHIN CONSTRUCTION CONSTRUCTION CONSTRUCTION INFLUENCE. NOTIFY ENGINEER OF ANY CONFLICTS. 7. CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY CONTRACTOR SHALL COORDINATE WITH ALL LOCAL UTILITY SHALL COORDINATE WITH ALL LOCAL UTILITY SHALL COORDINATE WITH ALL LOCAL UTILITY COORDINATE WITH ALL LOCAL UTILITY COORDINATE WITH ALL LOCAL UTILITY WITH ALL LOCAL UTILITY WITH ALL LOCAL UTILITY ALL LOCAL UTILITY ALL LOCAL UTILITY LOCAL UTILITY LOCAL UTILITY UTILITY UTILITY OWNERS, IE; SBC, CONSUMERS ENERGY, CHARTER COMM., CITY IE; SBC, CONSUMERS ENERGY, CHARTER COMM., CITY IE; SBC, CONSUMERS ENERGY, CHARTER COMM., CITY SBC, CONSUMERS ENERGY, CHARTER COMM., CITY SBC, CONSUMERS ENERGY, CHARTER COMM., CITY CONSUMERS ENERGY, CHARTER COMM., CITY CONSUMERS ENERGY, CHARTER COMM., CITY ENERGY, CHARTER COMM., CITY ENERGY, CHARTER COMM., CITY CHARTER COMM., CITY CHARTER COMM., CITY COMM., CITY COMM., CITY CITY CITY OF ALMA AND ALL OTHERS THAT WOULD APPLY TO THE ALMA AND ALL OTHERS THAT WOULD APPLY TO THE ALMA AND ALL OTHERS THAT WOULD APPLY TO THE AND ALL OTHERS THAT WOULD APPLY TO THE AND ALL OTHERS THAT WOULD APPLY TO THE ALL OTHERS THAT WOULD APPLY TO THE ALL OTHERS THAT WOULD APPLY TO THE OTHERS THAT WOULD APPLY TO THE OTHERS THAT WOULD APPLY TO THE THAT WOULD APPLY TO THE THAT WOULD APPLY TO THE WOULD APPLY TO THE WOULD APPLY TO THE APPLY TO THE APPLY TO THE TO THE TO THE THE THE DISTURBED AREA OF CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY CONSTRUCTION SCHEDULING AND CONTRACTOR SHALL VERIFY CONSTRUCTION SCHEDULING AND SHALL VERIFY CONSTRUCTION SCHEDULING AND SHALL VERIFY CONSTRUCTION SCHEDULING AND VERIFY CONSTRUCTION SCHEDULING AND VERIFY CONSTRUCTION SCHEDULING AND CONSTRUCTION SCHEDULING AND CONSTRUCTION SCHEDULING AND SCHEDULING AND SCHEDULING AND AND AND NOTES ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO ON EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO EACH SHEET PRIOR TO DEMOLITION. DEMOLITION TO SHEET PRIOR TO DEMOLITION. DEMOLITION TO SHEET PRIOR TO DEMOLITION. DEMOLITION TO PRIOR TO DEMOLITION. DEMOLITION TO PRIOR TO DEMOLITION. DEMOLITION TO TO DEMOLITION. DEMOLITION TO TO DEMOLITION. DEMOLITION TO DEMOLITION. DEMOLITION TO DEMOLITION. DEMOLITION TO DEMOLITION TO DEMOLITION TO TO TO BE SCHEDULED WITH OWNER AND ENGINEER. 9. CONTRACTOR TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES CONTRACTOR TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES TO VERIFY ALL SPRINKLER SYSTEM APPURTENANCES VERIFY ALL SPRINKLER SYSTEM APPURTENANCES VERIFY ALL SPRINKLER SYSTEM APPURTENANCES ALL SPRINKLER SYSTEM APPURTENANCES ALL SPRINKLER SYSTEM APPURTENANCES SPRINKLER SYSTEM APPURTENANCES SPRINKLER SYSTEM APPURTENANCES SYSTEM APPURTENANCES SYSTEM APPURTENANCES APPURTENANCES APPURTENANCES WITHIN PROPOSED NEW CONSTRUCTION AREAS, IF APPLICABLE. PROPOSED NEW CONSTRUCTION AREAS, IF APPLICABLE. PROPOSED NEW CONSTRUCTION AREAS, IF APPLICABLE. NEW CONSTRUCTION AREAS, IF APPLICABLE. NEW CONSTRUCTION AREAS, IF APPLICABLE. CONSTRUCTION AREAS, IF APPLICABLE. CONSTRUCTION AREAS, IF APPLICABLE. AREAS, IF APPLICABLE. AREAS, IF APPLICABLE. IF APPLICABLE. IF APPLICABLE. APPLICABLE. APPLICABLE. CONTRACTOR SHALL REMOVE AND RELOCATE PER THE SPRINKLER SHALL REMOVE AND RELOCATE PER THE SPRINKLER SHALL REMOVE AND RELOCATE PER THE SPRINKLER REMOVE AND RELOCATE PER THE SPRINKLER REMOVE AND RELOCATE PER THE SPRINKLER AND RELOCATE PER THE SPRINKLER AND RELOCATE PER THE SPRINKLER RELOCATE PER THE SPRINKLER RELOCATE PER THE SPRINKLER PER THE SPRINKLER PER THE SPRINKLER THE SPRINKLER THE SPRINKLER SPRINKLER SPRINKLER MANUFACTURER'S SPECIFICATIONS AND PER OWNER.
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%%UDEMOLITION KEYED NOTES:
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REMOVE EXISTING STORM LINE
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REMOVE EXISTING CATCH BASIN
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AREA REPRESENTED BY:
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( IN FEET )
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GRAPHIC SCALE
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PINE AVE
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PINE AVE
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PANTHER PKWY
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RICHMOND ST
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WASHINGTON AVE
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EAST END ST
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ELWELL ST
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MASONIC DR
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E. WARWICK DR
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MARY CT
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BRIDGE AVE
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AutoCAD SHX Text C
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EX. MANHOLE RIM=742.11
AutoCAD SHX Text EX. BEEHIVE CATCH BASIN RIM=742.96 12" INV. PLAS. N.=738.26 12" INV. PLAS. S.W.=738.41 8" INV. CPP. E.=738.41 SUMP=736.31
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EX. TREES
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EX. TREES
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EX. TREES
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EX. TREES
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EX. BIT
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EX. TENNIS COURTS
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EX. TENNIS COURTS
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PROP. 60" DIA. CATCH BASIN
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PROP. 36" DIA. CATCH BASIN
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PROP. 24 L.F. RCP CLASS IV CONC. PIPE
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PROP. 538 L.F. RCP CLASS IV CONC. PIPE ALT#1: 538 L.F. OF CIPP
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EX. STORM CATCH BASIN/MANHOLE
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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. SIGN WITH POST
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EX. UTILITY RISER
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EX. LIGHT POLE
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EX. SEWER CLEANOUT
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EX. SPOT GRADE
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EX. ELECTRIC LINES
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SAN
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STM
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ELEC
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EX. STORM SEWER
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EX. WOOD FENCE
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WAT
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EX. SANITARY SEWER W/MANHOLE
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EX. WATERMAIN
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EX. CHAINLINK FENCE
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EX. WATER OR GAS VALVE
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EX. HYDRANT
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EX. STEEL POST
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EX. UTILITY POLE
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EX. CENTERLINE DITCH
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EX. STORM CURB INLET
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EX. CONTOUR
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EX. 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. FLAG POLE
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EX. SPRINKLER HEAD
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EX. TRANSFORMER
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EX. ELECTRICAL BOX/OUTLET
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EX. IRRIGATION CONTROL BOX
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AutoCAD SHX Text %%uUTILITY NOTE
AutoCAD SHX Text THE UTILITY LOCATIONS AS HEREIN SHOWN ARE BASED ON FIELD OBSERVATIONS PROVIDED BY GPRS. 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 %%uBENCHMARK
AutoCAD SHX Text NO.1 - RAILROAD SPIKE IN LIGHT POLE AT SOUTHEAST END OF SOUTHERLY TENNIS COURTS ELEVATION = 746.46 (NAVD 88 DATUM)
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%%UFLOODPLAIN
AutoCAD SHX Text PARCELS ARE NOT LOCATED IN THE FLOOD ZONE PER FEMA MAP 26057C0044C, EFFECTIVE OCTOBER 18, 2011
AutoCAD SHX Text NO.2 - RIM OF STORM MAN HOLE SOURTH EASTERLY OF BUS LOOP ELEVATION = 747.14 (NAVD 88 DATUM)
AutoCAD SHX Text NO.3 - NORTHEAST FLANGE BOLT OF FIRE HYDRANT ON NORTH SIDE OF NORTHERN PARKING LOT ENTERANCE DRIVE ELEVATION = 746.22 (NAVD 88 DATUM)
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NOT TO SCALE
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PROPOSED SITE LAYOUT PLAN
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SCALE: 1" = 30'
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MATCH LINE SEE SHEET C3.1
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MATCH LINE SEE SHEET C3.1
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PROP. STORM CATCH BASIN/MANHOLE
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PROP. STORM SEWER
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1. THE CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM OF 3 THE CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM OF 3 CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM OF 3 CONTRACTOR SHALL CALL "MISS DIG", 811, A MINIMUM OF 3 SHALL CALL "MISS DIG", 811, A MINIMUM OF 3 SHALL CALL "MISS DIG", 811, A MINIMUM OF 3 CALL "MISS DIG", 811, A MINIMUM OF 3 CALL "MISS DIG", 811, A MINIMUM OF 3 "MISS DIG", 811, A MINIMUM OF 3 "MISS DIG", 811, A MINIMUM OF 3 DIG", 811, A MINIMUM OF 3 DIG", 811, A MINIMUM OF 3 811, A MINIMUM OF 3 811, A MINIMUM OF 3 A MINIMUM OF 3 A MINIMUM OF 3 MINIMUM OF 3 MINIMUM OF 3 OF 3 OF 3 3 3 WORKING DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING DAYS BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING BEFORE DIGGING ON THE PROJECT TO VERIFY EXISTING DIGGING ON THE PROJECT TO VERIFY EXISTING DIGGING ON THE PROJECT TO VERIFY EXISTING ON THE PROJECT TO VERIFY EXISTING ON THE PROJECT TO VERIFY EXISTING THE PROJECT TO VERIFY EXISTING THE PROJECT TO VERIFY EXISTING PROJECT TO VERIFY EXISTING PROJECT TO VERIFY EXISTING TO VERIFY EXISTING TO VERIFY EXISTING VERIFY EXISTING VERIFY EXISTING EXISTING EXISTING UNDERGROUND UTILITIES. 2. THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN UTILITIES SHOWN ON THESE PLANS HAVE BEEN DRAWN SHOWN ON THESE PLANS HAVE BEEN DRAWN SHOWN ON THESE PLANS HAVE BEEN DRAWN ON THESE PLANS HAVE BEEN DRAWN ON THESE PLANS HAVE BEEN DRAWN THESE PLANS HAVE BEEN DRAWN THESE PLANS HAVE BEEN DRAWN PLANS HAVE BEEN DRAWN PLANS HAVE BEEN DRAWN HAVE BEEN DRAWN HAVE BEEN DRAWN BEEN DRAWN BEEN DRAWN DRAWN DRAWN IN ACCORDANCE TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL ACCORDANCE TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL ACCORDANCE TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL TO THE INFORMATION PROVIDED. ALL UTILITIES SHALL THE INFORMATION PROVIDED. ALL UTILITIES SHALL THE INFORMATION PROVIDED. ALL UTILITIES SHALL INFORMATION PROVIDED. ALL UTILITIES SHALL INFORMATION PROVIDED. ALL UTILITIES SHALL PROVIDED. ALL UTILITIES SHALL PROVIDED. ALL UTILITIES SHALL ALL UTILITIES SHALL ALL UTILITIES SHALL UTILITIES SHALL UTILITIES SHALL SHALL SHALL BE FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY FIELD LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY LOCATED BY THE CONTRACTOR PRIOR TO CROSSING. ANY BY THE CONTRACTOR PRIOR TO CROSSING. ANY BY THE CONTRACTOR PRIOR TO CROSSING. ANY THE CONTRACTOR PRIOR TO CROSSING. ANY THE CONTRACTOR PRIOR TO CROSSING. ANY CONTRACTOR PRIOR TO CROSSING. ANY CONTRACTOR PRIOR TO CROSSING. ANY PRIOR TO CROSSING. ANY PRIOR TO CROSSING. ANY TO CROSSING. ANY TO CROSSING. ANY CROSSING. ANY CROSSING. ANY ANY ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM LIFE OF THE PROJECT, THE CONTRACTOR SHALL CONFORM OF THE PROJECT, THE CONTRACTOR SHALL CONFORM OF THE PROJECT, THE CONTRACTOR SHALL CONFORM THE PROJECT, THE CONTRACTOR SHALL CONFORM THE PROJECT, THE CONTRACTOR SHALL CONFORM PROJECT, THE CONTRACTOR SHALL CONFORM PROJECT, THE CONTRACTOR SHALL CONFORM THE CONTRACTOR SHALL CONFORM THE CONTRACTOR SHALL CONFORM CONTRACTOR SHALL CONFORM CONTRACTOR SHALL CONFORM SHALL CONFORM SHALL CONFORM CONFORM CONFORM TO ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL ACT No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL No. 451, PUBLIC ACTS OF 1994, RELATIVE TO THE SOIL No.
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