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JIB
SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PERMITS
A. LOCATION & ELEVATIONS 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
'AITH 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.
I. 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
TA REQUIREMENTS.
ABOVE S TED
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COOL CREEK
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BUILDING #1
FOOTPRINT =
BUILDING #2
FOOTPRINT =
229 SPACES
40 REGULAR
2 HANDICAP
815
30,325
29,500
REQUIRE
SPACES
SPACES
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DATE:. 08 -03 -1995 TIME: 11:36 FILE: N:\93366\10500\CAD\ENGR\93366C21
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THIS PLANIAREGBASEDRUPONNABOVEI�ES
BLIND
GROUND EVIDENCE ('including, but not limited to,
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ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
CALL TOLL FREE
LOCATIONS OF SAID EXISTING UNDERGROUND
1- 800 - 428 -5200
SHOULD BEAVERIFIED-BY THE CONTRACTOR e
FOR CALLS OUTSIDE OF INDIANA
PRIOR TO A
SHURGARD STORAGE FACILITY
DWG. TYPE
FILE NUMBER
SHEET:
Alit
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MASONRY PIER
•
LEGEND
E MV
"s, Oo Fo ;I', • wo 00 _ �► ` .. ,'•' CONCRETE PAVEMENT
now Mw
No. 1 IImIA �,
930348 1 � _ � � ! 1111,,, ,! ! *� �. • � •'°f,. ASPHALT PAVEMENT
V STATE OF � �(u � ! ! ! ! ! ,
N /1VDIA46 i �G�!o
S /ONAL
REVISIONS REVISIONS PAUL I• �R�PE! IN�e IVEG TECH SERVICES CHECK: ®ATE: DRAIMNG TITLE:
CERTIFIED BY: ® LAND SURYING
$ -4 -95 SITE DEVELOPMENT PLAN
7172 GRAHAM ROAD • ARCHITECTURE SCALE:
6' 8° - 9S INDIANAPOLIS, INDIANA 46250 ® LAND PLANNING DA 1 °•40'
DATE 17 842-6777
I �`
I P ',£
DON'T •HDLLSEZDLEY°
CAUTION
DIG
LOCATIONS
THIS PLANIAREGBASEDRUPONNABOVEI�ES
BLIND
GROUND EVIDENCE ('including, but not limited to,
manholes, inlets, valves, and marks mode upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
1- 800 - 382-5544
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
CALL TOLL FREE
LOCATIONS OF SAID EXISTING UNDERGROUND
1- 800 - 428 -5200
SHOULD BEAVERIFIED-BY THE CONTRACTOR e
FOR CALLS OUTSIDE OF INDIANA
PRIOR TO A
SHURGARD STORAGE FACILITY
DWG. TYPE
FILE NUMBER
SHEET:
C201
JOB :NUMBER
9
—1
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