HomeMy WebLinkAbout1449A-14GENERAL NOTES
1. All work shown hereon shall be done In accordance with
the City of Fontana standards and specifications and the
latest edition of the Uniform Building Code.
2. Reference should be made to street improvement plans
prepared by Krueper Engineering & Associates dated February,
1987.
3. Reference should be made to Master Grading Plan
prepared by Gary Mitchell & Associates dated February, 1987.
4. Reference should be made to Soils Report dated December
31, 1986 as prepared by Earth Technics, their job it 86
133-01.
5. Benchmark: Ch I s 1 ed ❑ on southwest corner of
concrete walk of building 90' plus or minus east and 60'
plus or minus south of the intersection of Mulberry Avenue
and Slover Avenue, elevation 991.44.
6. Special Note to Contractor:
Contractor agrees that he shall assume sole and
complete responsibility for job site condition during the
course of construction of this wall, including safety of all
persons and property, that this requirement shall apply
continuously and not be limited to normal working hours, and
that the Contractor shall defend, indemnify and hold the
Owner and the Engineer harmless from any and'all liability,
real or alleged, In connection with performance of work on
this project, excepting for liability arising from the sole
negligence.of the Owner or the Engineer.
7. If any unforseen sub -surface structures are encountered
during the construction of this project, the Engineer shall
be immediately given notice, before proceeding further:
8. The minimum slopes shall be 1% for asphalt & turf
and 0.5% for concrete surfaces.
32'
'WTELEVYPEN/KflONALTRACNGFAM NO. 186A -24X3601•,5
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RETAINING WALL PLAN
SIERRA GATEWAY COMMERCE CENTER
COMMERCE WAY STA 126+80 TO 136+10
CENTER OF POST
ON PROPERTY LINE
2"0 CHAIN LINK FENCE
POST AT 10' O.C. H=6'
B 4"
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EXISTING GROUND
WA I I HEIGHT . _ I (�//
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MINIMUM = V-4"
MAXIMUM = 4'-8"
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MINIMUM DEPTH FENCE POST = 32"
PARKWA
FINISH ND. z "'M'� �" SET IN CONCRETE SLEEVE 12"0
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SECTION
ONT.----�-'SECTION A -A
CENTER OF POST
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2"0 CHAIN LINK FENCE
POST AT 10' O.C. H=6'
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FINISH GN[Y//�� /�� //���///�//��\ : ' • '
PARKWAY WAII HEIGHT
MINIMUM = V-4" �/ #4 AT 24" O.C.
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SECTION B -B
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WALL CONSTRUCTION NOTES
1. All vertical cells shall be filled with grout.
2. The block wall courses and footings shall be stepped and
remain level.
3. All walls shall be plumb.
4. Backfill shall be commpacted to a minimum or 90%.
5. Footing shall be class B concrete.
6. Concrete block shall be grade A units, conforming to
ASTM designation no.. 090.
7. Reinforcing steel, grout mortar, and class B concrete
shall conform to the standard specifications.
8. Eliminate mortar In all vertical joints In first course
above finish grade.
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VICINITY MAP
�- GARY MITCHELL CITY OF FONTANA
A, D ASSOCIATES
LAND PLAN!:NG / CIVIL ENGINEERING PUBLIC WORKS DEPARTMENT
9330 BASELINE, SUI''` 205 DESIGN BY SIERRA GATEWAY INDUSTRIAL PARK SCALE yo,
�aANCNO CLAMONGA, CA. 91701 (714) 989.9905 M �✓• i-.
�=---- RETAINING WALL PLAN
DRAWN BY COMMERCE WAY DATE
STA 126+80 TO 136+10 MAY
! _ - CHECKED BY t • ~ DWG. NO. 14
APPROVED BY.�`� Q
WE- CINl W. T )tTCHER I E. 39964 DATE T ^A U CIVIL ENGINEER RCE 40964 144"1 A 14
REVISIONS BY
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