HomeMy WebLinkAboutZ-7079 Map 4PIER LOADINGS AT
30
TON CLC
PIER
LOADING
01
32.0 KIPS
O2
33.8 KIPS
O3
33.8 KIPS
4O
33.8 KIPS
OS
32.0 KIPS
10" TYP. -4 F --
10" TYP.
7 1/4"
SEE COPING ANGLE/BUMPER
PLATE ATTACHMENT DETAIL
30ARD
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Computer-AldedCDrofling System
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SEE NOTE 8
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2'-10 3/4"
14'-5 7/8"
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DATUM LINE
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#5 REBAR X 4'-3"
AT 12" CENTERS
6 7/3'
2'- 3"
2'-3"
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DATUM LINE_
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11'-0"
WELDED WIRE MESH
6" X 6" 10 GA X 10
15'-0 3/4"
5-6"
5'-0" TYP
4'-0" TYP-
3'-61/2"
TYP
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SECTION A -A
W�EENOTE 8
9 5/8" TYP.
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9 5/8" TYP.
6 7/3-
2'-3"
2'-3"
70'-3"
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14 GROUND LINE
a
19'-6 1 z"
DATUM LINE
-4 2'-3
SEE NOTE 10
SEE NOTE 8-
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SEE NOTE 8
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NOTES•
#5 REBAR X 3' -2 -
AT 12" CENTERS
I #5 REBAR X 10'-6" -
AT 6' CENTERS
19' -ll 3/4"
2'-10 3/4-
7 1/4"
WELDED WIRE MESH
6"X 6" 6GAX6GA
— APPROACHSEE NS R6EQUIRED
I I ` FILL UNDER APPROACHES TO f "1
SLII J SOIL BEARING PER NOTE /2 LJ
8'-6" - 1'-0"
1. ITEMS 1 THRU 10 ARE FURNISHED BY CARDINAL SCALE MFG. CO.
2. THE SCALE FOUNDATION AS SHOWN IS SUFFICIENT FOR FIRM SOIL AND GOOD
CONCRETE. THE MINIMUM SOIL BEARING SHALL BE 3,000 POUNDS PER SQUARE
FOOT AND THE MINIMUM CONCRETE STRENGTH SHALL BE 3,000 POUNDS PER
SQUARE INCH, 28 DAY. FOR UNUSUAL SOIL CONDITIONS OR DEEP FROST
PENETRATION, ALTER THE FOUNDATION AS REQUIRED. THE FOOTING SHALL
BE BELOW THE FROST LINE.
3. CARDINAL SCALE MFG. CO. SHALL NOT BE RESPONSIBLE FOR THE STABILITY
OF THE FOUNDATION.
4. THE FOUNDATION CONTRACTOR SHALL CONTACT THE STATE WEIGHT AND
MEASURES DIVISION FOR STATE FOUNDATION REQUIREMENTS.
5. WORK FROM THE CENTERLINES WHEN ERECTING FORMS AND SETTING BOLTS.
6. ON THE APPROACH END OR ENDS OF A VEHICLE SCALE INSTALLED IN ANY ONE
LOCATION FOR A PERIOD OF SIX MONTHS OR MORE, THERE SHALL BE A
STRAIGHT APPROACH AS FOLLOWS:
(A) AT LEAST THE WIDTH OF THE PLATFORM AND
B AT LEAST ONE-HALF THE LENGTH OF THE PLATFORM BUT NOT
REQUIRED TO BE MORE THAN 40 FEET, AND
(C) NOT LESS THAN 10 FEET OF ANY APPROACH ADJACENT TO THE
PLATFORM SHALL BE CONSTRUCTED OF CONCRETE OR SIMILAR DURABLE
MATERIAL TO INSURE THAT THIS PORTION REMAINS SMOOTH AND LEVEL
AND IN THE SAME PLANE AS THE PLATFORM. HOWEVER, GRATING OF
SUFFICIENT STRENGTH TO WITHSTAND ALL LOADS MAY BE INSTALLED
IN THIS PORTION; AND FURTHER WHERE DEEMED NECESSARY FOR
DRAINAGE PURPOSES, THE REMAINING PORTION OF THE APPROACH
MAY SLOPE SLIGHTLY.
7. EXCAVATION AND CONCRETE REQUIRED FOR SCALE FOUNDATION AS SHOWN:
MAIN PIERS: 12.2 CU. YDS. EXCAVATION; 15.3 CU. YDS. CONCRETE
SLAB FLOOR: 5.4 CU. YDS. EXCAVATION; 6.8 CU. YDS. CONCRETE
APPROACHES (10'-0" EACH END): 2.4 CU. YDS. EXCAVATION;
12.2 CU. YDS. CONCRETE
8. TRANSMISSION CABLE FROM LOAD CELL TO INDICATOR SHALL BE IN 1"
MINIMUM SIZE CONDUIT AT LEAST 24" FROM THE CLOSEST ELECTRICAL
LINE THEY MAY CROSS AT 90' ONLY.
9. CAUTION: DO NOT WELD ON STRUCTURE WHILE ELECTRONIC LOAD CELLS ARE
IN THE SYSTEM.
10. REFER TO DRAWING 3502 -C435 -GS FOR PROPER ELECTRICAL GROUNDING
SPECIFICATIONS.
11. REINFORCING ROD AND WELDED WIRE MESH ARE NOT FURNISHED BY CARDINAL
SCALE MFG. CO. THE REBAR SHALL CONFORM TO ASTM A615, GRADE 60,
THE WELDED WIRE MESH SHALL CONFORM TO ASTM A-185.
12. TOP OF PIERS ARE TO BE SMOOTH AND LEVEL WITHIN t1/8". (ALL PIERS
ARE TO BE WITHIN 1/4".)
I
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THIS DRAWING IS THE PROPERTY
OF THE CARDINAL SCALE MFG. CO.
AND SHALL NOT BE USED NOR RE-
PRODUCED EITHER WHOLLY OR IN
PART EXCEPT WITH WRITTEN AU-
THORIZATION. ALL RIGHTS OF DE -
GROUND LINE
FOR
4�k"