HomeMy WebLinkAboutPlansFINAL GRADE
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SOIL PREPARATION NOTES:
6"
GRAVEL
• •
•
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6"
•
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2'-o"
SECTION
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SCALE: 3/4"=1"-0"
OUTSIDE FACE OF
STEM WALL
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BASEPLATE BP-1
SEE 4/S09
THE SOIL BENEATH THE COMPRESSOR PADS (C2701, 2702, 2703, 2704,
2705) AND 2 FEET AROUND THE PERIMETER SHALL BE TREATED AS
FOLLOWS:
A. STRIP THE AREA OF ALL VEGETATION.
B. REMOVE THE EXISTING SOIL TO AN ELEVATION WHICH IS 36 INCHES
BELOW EXISTING GRADES.
C. THE NEXT 6 INCHES SHALL BE THOROUGHLY SCARIFIED, WITH
WATER ADDED TO RAISE THE MOISTURE CONTENT TO AT LEAST 3
PERCENTAGE POINTS ABOVE OPTIMUM, AND RE -COMPACTED TO A
DENSITY IN THE RANGE OF 95% TO 100% OF STANDARD PROCTOR.
THE FIRST LIFT OF FILL SHALL BE PLACED ON THE COMPACTED
SUBGRADE WITHIN EIGHT HOURS OF COMPLETING THE COMPACTION.
D. THE FILL REQUIRED TO RAISE EQUIPMENT PAD TO AN ELEVATION
WHICH IS 6 INCHES ABOVE THE SURROUNDING GRADES SHALL BE
STRUCTURAL FILL. THE STRUCTURAL FILL SHALL BE A 50/50 MIX
OF COOT CLASS 6 AGGREGATE BASE COURSE AND NATURAL CLAY
SOIL. PLACE THE FILL IN 8-INCH LIFTS AND COMPACT TO AT
OUTSIDE FACE
OF FOOTING
FINAL GRADE GRAVEL
r STEEL COLUMN PER
STEEL BUILDING
I MANUFACTURER
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OUTSIDE FACE
OF STEM WALL
INSIDE FACE OF
STEM WALL
INSIDE FACE
OF FOOTING
1'-o" 1'-0"
STEEL COLUMN PER
STEEL BUILDING
MANUFACTURER
t-o"
DETAIL
SCALE: 3/4"=1"-0"
1'-o"
2'' 2'' -
N
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0
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v-7 /8" HOLES
FOR 3/4"
ANCHOR BOLTS
I( 12x12x3/4
.. _/
BASEPLATE BP-1
SCALE: 1 1/2"=1"-0"
• •
~~-------
1
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I 3/4" DIA ASTM A193
GR. B7 THREADED ROD
INTO ADHESIVE ANCHOR
MIN 6" EMBEDMENT
BASEPLATE BP-1
SEE 4/S09
8 1/2"
2-#5 TOP
)!I:::;:=~L~~=J-.!~-~· AND BOTTOM
SECTION
SCALE: 3/4"=1"-0"
\ TOP OR BOTTOM STEEL
2"
\
/
RNER BARS~ 2 #5 co
TOP A
X 2
ND BOTTOM
'-6" r STIRRUPS--..........
1---
1-
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3-#5 TOP AND BOTTOM
EQUALLY SPACED INTO
ADHESIVE ANCHOR MIN
6" EMBEDMENT -ADJUST
LOCA~ON OF ANCHOR
HOLE TO AVOID EXISTING
REINFORCEMENT
LEAST 98% OF THE STANDARD PROCTOR DESIGN AT A MOISTURE PLAN VIEW (LOOKING DOWN)
CONTENT WITHIN -2 AND +2 PERCENTAGE POINTS OF OPTIMUM.
\
E. EACH LIFT SHALL BE TESTED FOR MOISTURE CONTENT AND IN 0 TSCYALPE:ICN.AT.SL. CORNER BAR DETAIL
PLACE DENSITY AT A RATE OF TWO TEST PER PAD PER LIFT. · ( J
...___ _______________________ __, 509
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32'-4"
3'-4" 29'-o"
2'-6" 24'-o" 2'-6"
12'-o" 12'-0"
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OUTLINE OF. /i
COMPRESSOR_/
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BUILDING
+---------+' '---,
(TYP OF 6) '-;"
GRAVEL INFILL
2-#5 DOWELS INTO FOOTING TOP
AND BOTTOM INTO ADHESIVE
ANCHOR SIM TO 3/S09
INSIDE FACE
OF FOOTING
I ~INSIDE FACE ~/ V OF STEM WALL
v I ~OUTSIDE FACE V OF STEM WALL
t--1 ~OUTSIDE FACE V OF FOOTING
(TYP IN CORNERS) I I (,'
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3'-4" 29'-o"
32'-4"
NOTE:
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COMPRESSOR BUILDING FOUNDATION PLAN
SCALE: 3/16" = 1' -0"
VERIFY ALL DIMENSIONS WITH METAL
BUILDING DRAWINGS.
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECI10NS
GARFIELD COUNTY BVILDN DEPAR. PP:NT Date~:!'~ ByLfk::_
LD~OPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
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