HomeMy WebLinkAbout4223-4040
BASELINE AVE
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ITL
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13'
DRIVEWAY
w
5.50' 3'
1398.08
N
I 9%
EXST
EXST GRADE'
C&G I
SEE SECTION D HEREON
GRAPHIC SCALE
40 80
( IN FEET )
1 inch = 40 ft.
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C�
2" CEMENT MORTAR CAP
PROPOSED MASONRY BLOCK WALL
4.50'
1.50'DRIVEWAY RAMP
GE UNE Q DAYLIGHT LINE.
1398.02
N
� 12g MAX
� 13.50'
MASONRY BLOCK
—WALL FOOTING
L — J
STA 10+14.37 BLOCK WALL=
STA 187+89.46 (P-, BASELINE AVE
SECTION �1
N.T.S.
CONSTRUC110N NOTES
18 CONSTRUCT 2" AC PAVING.
19 REMOVE AND RECONSTRUCT EXISTING MASONRY BLOCK
WALL PER APWA STD. PLAN 601-2 TYPE 1 DOUBLE
REINFORCEMENT DETAILS.
20 REMOVE AND REINSTALL EXISTING WROUGHT IRON FENCE
GATE AND HARDWARE.
160
MASONRY BLOCK WALL AND WROUGHT IRON FENCE ELEVATION
SCALE: HOftIZ: 1"=4'
VERS: 1"=4•
(13ss.4o)
EXST GRADE
-#4 CONT.
BASELINE AM
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6" CHANNEL 6;
R/W
•s ..
s.
.a. a
' - - 00
oe
1 )T X 1 )T ANGLE W/ NELSON
ANCHOR BOLTS @ 24! OC & 6"
FROM ENDS.
#4 BARS 15' LONG ® 24' OC
SECTION D
N.T.S.
177
p
Dr, 0 eR I
AVNVVVVVVVVVVVVVVV%N~ AW %W
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
MAX. LINEAR SHRINKAGE OF 0.06X
AS-BMT/ReCORD DRAI'WIN&
2.
GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT
1-je-11
GRAVEL WITH '°GROUT—AID" ADDED FOR HIGH UFT GROUTING ONLY.
SPECIAL INSPECTIONS SHALL BE REQUIRED FOR HIGH UFT GROUTING.
MINIMUM GROUT STRENGTH SHALL BE 2000 PSI IN 28 DAYS.
3.
ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2* GROUT.
4.
ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT ONLY
CELLS CONTAINING REINFORCING, UNLESS NOTED OTHERWISE ON
FOUNDATION PLAN.
5.
REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO
PREVENT MOVEMENT WHILE PLACING MASONRY.
6.
ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I OR II, LOW ALKALI
7.
FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR
STANDARD WEIGHT CONCRETE.
STA 10+82.36
SECTION
N.T.S.
1'1^^ C►1nr►us1 1.0
SEE SECTION D HEREON
3T GRADE
GATE TRACK WITH WHEEL
GATE TRACK WITH WHEEL
CONC. SCREEN WALL BEYOND
-GATE WHEEL
'V° ANGLE RACK SMOOTH CONCRETE FINISHED
PAVING, STRIP TRANSITION W/ WHEEL TRACK
SECTION i1
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS /N EFFECT.
1.
CONCRETE BLOCK SHALL BE SPLIT FACE (TAN) 8X8X16, HOLLOW UNITS.
CONFORM TO A.S.T.M. C-90, GRADE "N-1" MEDIUM WEIGHT UNITS WITH
MAX. LINEAR SHRINKAGE OF 0.06X
2.
GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT
MORE THAN THREE PARTS SAND AND NOT MORE THAN TWO PARTS PEA
GRAVEL WITH '°GROUT—AID" ADDED FOR HIGH UFT GROUTING ONLY.
SPECIAL INSPECTIONS SHALL BE REQUIRED FOR HIGH UFT GROUTING.
MINIMUM GROUT STRENGTH SHALL BE 2000 PSI IN 28 DAYS.
3.
ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2* GROUT.
4.
ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT ONLY
CELLS CONTAINING REINFORCING, UNLESS NOTED OTHERWISE ON
FOUNDATION PLAN.
5.
REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO
PREVENT MOVEMENT WHILE PLACING MASONRY.
6.
ALL CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE I OR II, LOW ALKALI
7.
FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR
STANDARD WEIGHT CONCRETE.
8.
ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY"
AGGREGATE. THE SHRINKAGE SHALL BE AS PER A.S.T.M. C-33 WITH THE
AVERAGE DRYING SHRINKAGE AT 28—DAYS OF DRYING NOT EXCEEDING
0.04%.
9.
ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
AT 28—DAYS, UNLESS NOTED OTHERWISE. THE WATER TO CEMENT RATIO
SHALL NOT EXCEED 6 1/2—GAL. PER SACK OF CEMENT. MINIMUM OF 5
0
SACKS OF CEMENT PER CUBIC YARD. MAX. SLUMP = 4"
J
10.
MORTAR SHALL BE TYPE "S" AS DEFINED IN TABLE 21—A, 2001 CALIFORNIA
BUILDING CODE. 1800 PSI IN 28 DAYS
11.
MINIMUM SPECIFIED STRENGTH OF THE MASONRY ASSEMBLAGE "f m" SHALL
00
BE 1500 PSI.
di
12.
ALL FOOTINGS TO BE POURED ON UNDISTURBED NATURAL GROUND OR ON
0
COMPACTED FILL WITH A MINIMUM DENSITY OF 95% RELATIVE COMPACTION.
13.
PROVIDE VERTICAL EXPANSION JOINTS PER DETAIL HEREON, SPACED
0
BETWEEN 60' AND 100' APART.
14.
GROUT UFT IS NOT TO EXCEED 4' UNLESS CLEANOUT HOLES ARE PROVIDED
0
C
IN BOTTOM BLOCK AND CELLS ARE CLEANED AND INSPECTED. WHEN
GROUTING IS PERFORMED IN MORE THAy ONE LIFT, STOP THE INTERMEDIATE
N
GROUT UFT 1-1/2 INCHES BELOW THE TOP OF THE BLOCK IN ORDER TO
PROVIDE A KEY FOR THE NEXT UFT.
Prepared Under The Supervision Of
QRpF
ESS/p
P�\EB 4 �B%
N0. 37DRAWN BY:
121 M.L.
p . 6/30/08 2001 East First Street DESIGNED BY:
Santa Ana, CA 92705 A.F.
TEL: (714)568-7300 FAX: (714)836-5906 CHECKED BY:
OF CA��F M.R.
Date
lot
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1-11
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CITY OF FONTANA, CALIFORNIA
_
BASELINE AVENUE IMPROVEMENTS
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MASONRY BLOCK WALL SCALE: z
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ELEVATION D DETAILS DATE: Q
05-16-07 c1
APPWD BY: DRAWING NO.:40 Ln
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CITY ENGINEER R.C.E. 51152 DATE: 41 a.