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1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE
OBTAINED FROM THE RESPECTIVE CITY, COUNTY. AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2) IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION.
3) IT SHAD. BE THE CONTRACTOR'S RESPONSIBILITY TO NDTIFY AND COORDINATE CONSTRUC110N WITH ALL
RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND
SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR
PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6) IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY
SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SWILL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL
THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.
9) BEARINGS, DIMEH?SIONS, AND EASEMENTS ARE SHOWN FOR REFMCE ONLY. SEE RECORD SURVEYS AND PLATS
FOR EXACT INFORMATION.
10) ANY DRAINAGE 71E SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM
IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM.
11) ALL SANITARY MANHOLES IN NON -PAVED AREAS SHALL BE 3- ABOVE GRADE.
IM TrE LAW
2 WORKING DAYS BEFORE YOU DIG.
WITHIN INDIANA OUTSIDE INDIANA
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GET B 1AL NOMS
1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE
OBTAINED FROM THE RESPECTIVE CITY, COUNTY. AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.
2) IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION.
3) IT SHAD. BE THE CONTRACTOR'S RESPONSIBILITY TO NDTIFY AND COORDINATE CONSTRUC110N WITH ALL
RESPECTIVE UTILITIES.
4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND
SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR
PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6) IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY
SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7) IT SWILL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL
THROUGHOUT THIS PROJECT.
8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.
9) BEARINGS, DIMEH?SIONS, AND EASEMENTS ARE SHOWN FOR REFMCE ONLY. SEE RECORD SURVEYS AND PLATS
FOR EXACT INFORMATION.
10) ANY DRAINAGE 71E SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSED DRAINAGE SYSTEM
IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM.
11) ALL SANITARY MANHOLES IN NON -PAVED AREAS SHALL BE 3- ABOVE GRADE.
IM TrE LAW
2 WORKING DAYS BEFORE YOU DIG.
WITHIN INDIANA OUTSIDE INDIANA
1 -500 -3!122 -5544 1 -800- 428 -5200
IAiNN IMBIF1pIlONIO mom S9WIOE, mt
191 mu Sm Lo 6- 11 -HIt. rt 6 IQl o IK UM
TO E>aJ1 a am MORF11N0 x uC91011om I,oC o
sow = m rM oars ffm oo0o= "m
SCALE: 1 " = 20'
0 10 20 40
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LZ
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*�15 T E,p�o.•Q�/
*� N0. •*
PE10100401�
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PROJECT NO.
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