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EXPOSED
SUSPENDED SLAB AT
#3
FACE OF
BEAM/GIRDERS
UNLESS OTHERWISE
SIZE
#4
#5
STRUCTURAL-�
_
SHOWN CONSTRUCTURALNOTES
CRETE WALLS & SLABS SHALL BE
#10
# 11
* TOP
BARS
1'-8"
CONCRETE ._
: " . - - -
- = �.
REINFORCED AS FOLLOWS:
4'-0"
D = 8 DIAS FOR
9 &LARGER
7'-5"
OTHER
BARS
_.
f
1'-7"
U V
D = 6 DIAS FOR
8 & SMALLER
GENERAL.
.;;
~
"~
_
CONC. COVER -
�
#4 Q 12 E.W. CENTER OF 6" SECTIONS; #5 @ 12 E.W. CENTER OF 8"
SECTION; #4 @ 12 E.W.E.F. OF 10" SECTION; #5 @ 12 E.W.E.F. OF 12"
Q J
„
4 DIAS (2 1 /2
MIN) �
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING
CONC. COVER
- 1
A 111 /2 - TIES
B - 2 /
SECTION; SINGLE MAT REINFORCING SHALL BE CENTER OF SECTION
= V)w
WORK AND SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF
_
C - 3 STIRRUPS
UNLESS SHOWN OTHERWISE.
w=
i Iz �-
186 HOOK
ANY DISCREPANCIES.
�� , . 4
A - 1
0 0
2. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY
B
B-
UNLESS NOTED OTHERWISE ALL WALL REINFORCING BARS SHALL BE CONT
=0m
� w
PART OF THE WORK, DETAILS SHALL BE IN ACCORDANCE WITH THE
_ 2»
COLUMNS, BEAM, GIRDERS
AROUND CORNERS & THROUGH COLUMNS OR PILASTERS. ALL REINFORCEMENT
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TYPICAL DETAILS AND BEST CONSTRUCTION STANDARDS.
3" _
LAPS, UNLESS NOTED OTHERWISE, SHALL SATISFY THE FOLLOWING MINIMUM
`L "' z
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION
V
CONC. COVER
REQUIREMENTS:
BEND D =
SAME AS ABOVE
SPECIFICATIONS.
WALLS
A - 1 1f
a -
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
B — 2 12
0
90 HOOK o
BETWEEN TWO ADJOINING SECTIONS.
C - 3
CONC. COVER °- - - -
A- 3/4" 1 1/20)-#5 BARS & SMALLER
B
2" - #6 BARS & LARGER 3" CONC. COVER
* * DETAIL OF REINFORCEMENT (LAP LENGTH) f'c = 4000 PSI
BAR
#3
SIZE
#4
#5
#6
#7
#8
#9
#10
# 11
* TOP
BARS
1'-8"
2'-0"
2'-5"
3'_6"
4'-0"
5'-0"6t-2"
7'-5"
OTHER
BARS
1'-4"
1'-7"
1'-10"
2'-9"
3'-1pp
3'-10"
4'-9"
5'-8"
04
EARTHWORK AND FOUNDATIONS:
1. FOUNDATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE
6 DIAS (4'? MIN) CONSTRUCTION DOCUMENTS.
2. REFER TO CONSTRUCTION SPECIFICATIONS FOR EARTHWORK
PREPARATION, FILL AND COMPACTION.
D 3. BACKFILL AROUND BOX STRUCTURE UNIFORMLY. DO NOT
A -so° —135° BACKFILL UNTIL TOP SLAB HAD ATTAINED 28 DAY STRENGTH.
C- 3 UNLESS NOTED 4. OPERATOR DRIVEN EQUIPMENT OR VEHICLES ARE NOT PERMITTED
SLAB FOOTINGS D D OTHERWISE OVER TOP SLAB UNTIL THREE (3) FEET OF FILL HAS BEEN
COVER 6 PLACED AND COMPACTED.
A. NO EXPOSURE TO GROUND WEATHER 2 OR WATER AFTER FORM * TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH D = R I— D
REMOVAL.* THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER D=1 1/2" FOR #3 2 CONCRETE:
B. EXPOSURE TO GROUND, WEATHER, OR WATER AFTER FORM BELOW THE BARS IN ANY SINGLE POUR. D=2" FOR #4
2" FOR 5 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH f'c=4000psi
REMOVAL. D=2 1/2)) # FOR ALL STRUCTURES; FILL CONCRETE-f'c=3000psi.
C. CONCRETE PLACED AGAINST SOIL. 2. TYPE II/V CEMENT.
* USE COVER "B" WHEN EXPOSURE IS TO INTERIOR OF HYDRAULIC CONTAINED * * LAP LENGTH TO BE INCREASED BY 1.5 X FOR COVER LESS STIRRUPS & TIES OTHER BENDS 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
SPACES. (IE. RESERVOIR OR PROCESS ROOF SLABS) THAN 1 BAR DIAMETER. 4. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE WALLS, PIERS,
SLABS, AND FOOTINGS UNLESS SPECIFICALLY DETAILED.
5. CONSTRUCTION JOINTS NOT INDICATED ON THE DRAWINGS AND REQUIRED
CONCRETE COVER OVER FOR CONSTRUCTION SHALL BE KEYED AND DOWELED AS REVIEWED BY THE
OWNER'S REPRESENTATIVE.
REINFORCING STEEL REINFORCEMENT DETAILS r2 TYPICAL REINFORCING BENDS r3 6. WATERSTOP SHALL BE PVC WITH CENTER BULB.
NOT TO SCALE — — NOT TO SCALE —
.LEGEND
T&B TOP & BOTTOM
E.F. EAC H FAC E
L�
12SCORD 012AW ING
S-3
Q REV. REVISION DESCRIPTION DATE ENGR. CITY EDATE CITY OF FONTANA, CALIFORNIA
•v
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 07 791110 CITRUS AVENUE STORM DRAIN IMPROVEMENTS
° J �s� 11331 WEST SIXTH STREET, ONTARIO, CA 91762
FOR BENCHMARK AND COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN �
0
Q- v(909) 933-5225, (909) 933-5228 FAx DRAWN BY: TRANSITION STRUCTURE SCALE:
BASIS OF BEARINGS, DIAL HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY � No. S1572 m Prepared Under The Supervision Of : MSZ TYPIC L�DETA -S
TWO WORKING * *. DESIGNED By • DATE:
,,.
SEE SHEET 1 BEFORE ,� DAYS BEFORE ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 6/30/05
YOU DIG s YOU DIG s�9TSjR�,����- A ovED 6/03
TOLL FREE 1-800-227-2600 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. F °F CA Date CHECKED BY. DRAWING NO.: A22
Date �� 3249
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINE R.C.E. 51152 DATE: