HomeMy WebLinkAbout0866.95.5SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
A. LOCATION k ELEVA11ONS OF 'FLOODWAY LIMITS' AND '100 YEAR FLOOD LIMITS"
ARE SHOWN FOR REFERENCE ONLY. DEVELOPER/BUILDER/INDIVIDUAL LOT OWNER
TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A -) TO DETERMINE
FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT/PROJECT CONSTRUCTION,
B. 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-
C- IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION
AREA PRIOR TO STARTING CONSTRUCTION.
D. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND
COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
E. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO
MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY
RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS
RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB
SITE AT ALL TIMES DURING CONSTRUCTION.
F. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS
PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE
ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS
PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL
AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE
WITH THESE PLANS AND SPECIFICATIONS.
G. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK
SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR.
H. 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
1. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE
DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE
ABOVE STATED REQUIREMENTS.
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L -END
STANDARD MANHOLE
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STORM SEWER
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DITCH GRATE STORM CONCRETE END SECTION
INLET MANHOLE
NOTE:
1. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND
DO NOT NECESSARILY DEPICT ACTUAL RECORDED INFORMATION. SEE RECORDED
PLAT FOR EXACT INFORMATION.
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LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
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SHOWN ON THIS PLAN ARE BASED UPON ABOVE
BLIND
GROUND EVIDENCE (including, but not limited to,
manholes, inlets, volves, and morks mode upon
the ground by others) AND ARE SPECULATIVE IN
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NATURE THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FDR WHICH NO ABOVE
--l..800-382-5544
GROUND EVIDENCE WAS OBSERVED. THE EXACT
- . CALL TOLL. FREE
LOCATIONS Of SAID EXISTING UNDERGROUND
1-S00 �- 428 -5200
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
FOR CALLS OUTSIDE OF INDIANA
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03
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1 DOCK GRADING DETAIL
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. ; 1 ;F.F. =821.00,F.F.= 821.67 BiB.
F.F. =817.611 F.F. = 818.331 F. F.= 81100,F.F = 819.67 F.F = 820.33
1 ' F.F. = 817.00
FLOOD
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No.
930348
STATE of SHURCARD STORAGE FACILITY
DRAWING TITLE: DWG. TYPE FILE NUMBER SHEET;
"k, REVISIONS SON AL 1,t��• ````,
DATE:
REVISIONS REVISIONS PAUL Ir CRIPE, INC. ♦ LAND sURVEYINGG TECH SERVICES CHECK: ^ � g_4_95
CERTIFIED BY: .�
- 9 7172 GRAHAM ROAD ♦ ARCHITECTURE
G' SCALE: GRADING &UTILITY LAN Job NUMBER C202
INDIANAPOLIS, INDIANA 46250 ♦ LAND PLANNING GATE: ^ 1 " =30' 9 66- 00
DATE 17 ) 842-6777