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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 08/15/19
FOUNDATIONS
1. COMPACT SLAB ON GRADE AREAS WITH VIBRATING
PLATE. ANY UNSUITABLE MATERIALS THUS
EXPOSED SHOULD BE REMOVED AND REPLACED
WITH COMPACTED, ENGINEERED FILL OP#8 STDHE.
2. COLUMN FOOTINGS AND WALL FOOTINGS TO BEAR
ON FIRM NATURAL SOILS OR WELL COMPACTED
BE
-T OR OTHERWISE
L (SUCH AS ORGANICS,
IS REMOVED AND THAT THE
SHALL INSPECT THE SUBGRADE AND PERFORM
ANY NECESSARY TESTS TO ENSURE THAT THE
ACTUAL BEARING CAPACITIES MEET OR EXCEED
THE DESIGN CAPACITIES. THE TESTING AGENCY
SHALL VERIFY THE BEARING CAPACITY AT EACH
SPREAD COLUMN FOOTING AND EVERY 10 FEET
ON CENTER FOR STRIP FOOTINGS PRIOR TO
PLACEMENT OF CONCRETE.
3. PLACE FOOTINGS THE SAME DAY THE EXCAVATION
IS PERFORMED. IF THIS IS NOT POSSIBLE, NEW
CONCRETE SHALL BE ADEQUATELY PROTECTED
AGAINST ANY DETRIMENTAL CHANGE IN CONDITION,
SUCH AS RAIN AND FREEZING.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
AND EACH SUB —CONTRACTOR TO VERIFY THE
LOCATION OF ALL UTILITIES AND SERVICES
SHOWN, OR NOT SHOWN, AND ESTABLISH SAFE
WORKING CONDITIONS BEFORE COMMENCING WORK.
5. THE CONTRACTOR SHALL LAYOUT THE ENTIRE
BUILDING AND FIELD VERIFY ALL DIMENSIONS
PRIOR TO EXCAVATION.
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'NDIANP
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STRUCTURAL ENGINEERING BY:
SURINAK ENGINEERING LLC
3819 N. DELAWARE ST.
INDIANAPOLIS, IN 46205
317.500.3159
WWW.SURINAKENGINEERING.COM
CLIENT:
CBRE
250 RIVERCFW.SE PARKWAY EAST,
SUITE 600
BIRMNIT-14A AL 35244
NO.
DESCRIPTION
DATE
REGIONS BANK
2155 E. 146TH ST,
CARMEL IN
GENERAL NOTES
PROJECT NUMBER:
725
DATE: 5 9
2019
DRAWN BY:
JAR
CHECKED BY:
TJS
S 0 0 1
SCALE: AS NOTED