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3ARS TO BE SAME SIZE
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WALL CORNER DETAIL TYPICAL CORNER CHAMFER
(FOR USE AT ALL EXPOSED CORNERS UNLESS
OTHERWISE INDICATED ON THE DRAWINGS)
0
C.J. REINFORCEMENT
o CONTINUOUS
AD THROUGH JOINT
1 1/7; MIN
'WATERSTOP TYP. VERTICAL &
HORIZONTAL CONSTRUCTION
_ JOINTS WHERE SPECIFIED
ON DETAILS
CONSTRUCTION JOINT
OPENING
1.3 Id + d2 +
M
di SAME SIZE AS EXTRA BARS
EXTRA BARS \ I BUT NOT LARGER THAN #8.
:f-IERAL NOTES FOR REINFORCEMENT
GENERAL CONCRETE NOTES
LAP SPLICE LENGTH
6. THE FIRST AND LAST BARS IN THE WALLS AND SLABS SHALL BEGIN AND END A
1.. ALL REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318 -95,
1. BEFORE PLACING CONCRETE, SEE ALL DRAWINGS, INCLUDING MANUFACTURERS'
- BUILDING CODE REINFORCEMENTS FOR REINFORCED CONCRETE UNLESS OTHERWISE
DRAWINGS, FOR ALL EMBEDDED ITEMS WHICH ARE REQUIRED IN THE PLACEMENT.
- NOTED.
DISTANCE OF ONE -HALF OF THE ADJACENT BAR SPACING FROM THE FACES OF THE
2. CONCRETE PROTECTION FOR REINFORCEMENT, UNLESS OTHERWISE NOTED ON THE
2. THICKNESSES SHOWN FOR WALLS AND SLABS ADJACENT TO UNDISTURBED SOIL OR
DRAWINGS,'. SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS:
ROCK ARE MINIMUM DIMENSIONS.
BOTTOM OF FOUNDATION AND FOOTINGS = 3"
-
BACKFILLED SURFACES = 2"
3. BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN THAT ALL EMBEDDED ITEMS
SURFACES SUBJECT TO SUBMERGENCE = 3"
ARE IN POSITION AND SECURELY FASTENED IN PLACE.
EXTERIOR WALLS, SLABS, BEAMS AND COLUMNS = 2" ,
30
INTERIM WALLS, SLABS, BEAMS AND COLUMNS = 1 -1/2"
4. THE MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE
28
f'c =4,000 PSI, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECS.
3- 0- INDICATES A BAR WITH A BEND TURNED TOWARDS THE OBSERVER.
28
•- INDICATES A BAR WITH A BEND TURNED AWAY FROM THE OBSERVER.
33
z INDICATES A LAPPED SPLICE IN THE SAME PLANE, NOT A BEND IN THE BAR.
TYPICAL pI�
I I F ICAL REINFORCEMENT I DEV-E�LLI�O+ PMENT
4. DIMENSIONS ARE TO THE CENTERUNES OF BARS UNLESS OTHERWISE SHOWN.
AND LAP SPLICE LENG 1 1
i
(UNLESS OTHERWISE INDICATED ON THE DRAWINGS)
5. REINFORCEMENT PARALLEL TO EMBEDDED ITEMS SHALL MAINTAIN A MINIMUM
fc = 4,000 PSI fy = 60,000 PSI
OPENING
ADD'L CORNER BAR IF SLAB OR
WALL IS OVER 12" THICK
4" (TYP.)
71 `� PLACE CLOSE TO OPENING EQUAL
1.3 Id TO AREA OF THE INTERRUPTED
BARS. PLACE HALF ON EACH
SIDE. USE MINIMUM CLEAR
SPACING.
NOTE: THIS STANDARD IS TO BE USED FOR OPENINGS LESS THAN 20% OF THE
CLEAR SPAN BUT NOT MORE THAN 6'-0" EX OTHERWISE SEE DRAWINGS.
REINFORCEMENT ARRANGEMENT AROUND OPENINGS
SwP -27- 2260,
OUTSIDE FACE
OF CONC. WALL
PIPE PER
PLANS
MECHANICAL
COUPLING
(TYP -)
E
SEEP RING 6" GREATER I I
DIAMETER THAN PIPE
O.D., SAME MATERIAL
AND THICKNESS AS PIPE
(FUSE HDPE PIPE)
-i• .,��P RING
`- I
ELEVATION SECTION
TYPICAL PIPE THIMBLE DETAIL
NOT TO SCALE
CONNECTIONS TO CONCRETE STRUCTURES)
(PROVIDE PIPE THIMBLE AT ALL HDPE PIPE
6"
1F-- 3/8"
T
PVC WATERSTOP
CLEAR DISTANCE EQUAL' TO 1 -1/2 TIMES THE MAXIMUM SIZE AGGREGATE.
LAP SPLICE LENGTH
6. THE FIRST AND LAST BARS IN THE WALLS AND SLABS SHALL BEGIN AND END A
TOP BARS
DISTANCE EQUAL TO THE CLEAR COVER FROM EACH END OF THE MEMBER.
TOP BARS
7. STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE TO START AND END AT A MAXIMUM
3
DISTANCE OF ONE -HALF OF THE ADJACENT BAR SPACING FROM THE FACES OF THE
12
SUPPORTING MEMBERS UNLESS OTHERWISE NOTED-
16
S. MECHANICAL SPLICES MAY BE USED UPON APPROVAL OF THE CSR.
19
9. ALL REINFORCING STEEL SHALL BE AASHTO M31, GRADE 60, UNLESS OTHERWISE NOTED.
1' -0° EQ. I EQ.
10. WHERE APPLICABLE SUBSRME Idt OR Idh FOR Id IN ALL REINFORCEMENT DETAILS
'
SHOWN ON THIS DRAWING -':
SEEP RING 6" GREATER I I
DIAMETER THAN PIPE
O.D., SAME MATERIAL
AND THICKNESS AS PIPE
(FUSE HDPE PIPE)
-i• .,��P RING
`- I
ELEVATION SECTION
TYPICAL PIPE THIMBLE DETAIL
NOT TO SCALE
CONNECTIONS TO CONCRETE STRUCTURES)
(PROVIDE PIPE THIMBLE AT ALL HDPE PIPE
6"
1F-- 3/8"
T
PVC WATERSTOP
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DEVELOPMENT LENGTH
LAP SPLICE LENGTH
BAR
SIZE
TOP BARS
OTHER BARS
TOP BARS
OTHER BARS
3
14
12
18
16
4
19
15
24
19
5
23
18
30
23
6
28
22
36
28
7
33
25
42
33
8
37
29
48
37
wAShry Atf1
VAAA VT xVr111 Y\Jl
DEPARTMENT OF PUBLIC F
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TABLE NOTES:
MAPLEWOOD CREEK FISH PROJE
STANDARD CONCRETE AND
�' ECISTF'� fiw�
eSSIO1vALOt
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(1.)
ALL TABLE VALUES ARE IN INCHES.
®
= SPACING CENTER TO CENTER
MIN.
= MINIMUM (2.)
UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS ARE
A.B.
= ANCHOR BOLT
M -L
= MIDDLE LAYER
TENSION BARS.
AC.P-
= ASPHALT CONCRETE PAVEMENT
N.F-
= NEAR FACE (3.)
TENSION BARS GIVEN IN TABLE ARE FOR BARS SPACED AT LEAST
B.F.
B.O.
= BOTTOM FACE
= BLOCKOUT
N.LC-
NO.
= NOT IN CONTRACT
= NUMBER
6 Id O.C. AND CONCRETE COVER IS GREATER THAN db.
B.L.
= ''.BOTTOM LAYER.
NOS-
= NUMBERS (4.)
FOR OTHER CONDITIONS NOT INDICATED IN TABLE REFER TO ACI 318 -95.
BOT-
_ '.BOTTOM
N -T -S-
= NOT TO SCALE
C.B.
_: CATCH BASIN
O.C.
= ON CENTER
C.C.
_ '' CENTER TO CENTER
O.D.
O.F-
= OUTSIDE DIAMETER
= OUTSIDE FACE REINFORCING BAR ABBF2E\/IATICD NS
C-J.
CUR.
_ CONSTRUCTION JOINT
= ':CLEAR
0_L
= OUTSIDE LAYER
C.M.P.
= CORRUGATED METAL PIPE
0-0
= OUT TO OUT
Id = DEVELOPMENT LENGTH
C.S.
= '.COUNTERSINK
OPNG.
= OPENING
Idh = DEVELOPMENT LENGTH FOR HOOKED BARS
DET
_. DETAIL-
OPP-
_ OPPOSITE
Idt = DEVELOPMENT LENGTH FOR TOP BAPS
D.F-
= DOUGLAS FIR
p -C-
= POINT OF CURVATURE
db = BAR DIAMETER
DIA. (0) = DIAMETER
P.C.C.
= POINT OF COMPOUND CURVATURE
DWG-
- DRAWING
P -I-
PL
= POINT OF INTERSECTION
= PLATE REINFORCING
BAR BILLING Sc IDENTIFYING
DWL
- DOWEL
P -T-
= POINT OF TANGENCY
EA
= EACH
OR PRESSURE TREATED A. TYPICAL BAR BILLING IN PLANS, SECTIONS AND ELEVATIONS:
--
E- F.
_ EACH FACE
R
= RADIUS
#6 ®6 N.F., I.L. '
EL
= ELEVATION (OR ELEV)
REF-
= REFER OR REFERENCE
WHERE BAR LENGTH AND NUMBER REQUIRED IS NOT GIVEN, THE
EQ.
= EQUAL
REINF.
= REINFORCEMENT OR REINFORCING
CONTRACTOR SHALL DETERMINE SAME FROM BAR SPACING,
E.L.
= EACH LAYER
REQ'D
= REQUIRED
LOCATION AND DIMENSIONS OF STRUCTURE.
EW.
= EACH WAY
RA-
= ROUGH' OPENING
EXP.
= EXPANSION
SIM-
= SIMILAR B.
TYPICAL BAR IDENTIFICATION: #6 ® 12
F -D.
= FLOOR DRAIN
SPA
= SPACE(S)
F.F.
= FAR FACE,
SPECS.
= CONTRACT SPECIFICATIONS
FIN.
= FINISHED
S.S.
= STAINLESS STEEL
#8 (TYP.)
FNDN.
= FOUNDATION
STD-
= STANDARD :
l
GALV.
GRTG.
= GALVANIZED
= GRATING
C.
TYPICAL DETAILED BAR BILLING: 8 6 0 8' X 4' -6" E.F.
#
HORIZ.
= HORIZONTAL
SYM.
T
= SYMMETRY OR SYMMETRICAL
= TANGENT LENGTH
N.P.
= HIGH' POINT'
T & B
= TOP AND BOTTOM
H.R.
= HANDRAIL
T O.C.
= TOP OF CONCRETE
SAMPLE BILLING
I.D.
I.F.
= INSIDE DIAMETER
= INSIDE FACE
TYP.
= TYPICAL
LOCATION OF
LL
= INSIDE LAYER
U.O.N.
= UNLESS OTHERWISE NOTED -
END BAR IN #6 0 10 #6 ®10
INV.
= INVERT
VERT.
= VERTICAL
BILLING -
S
LB. (LBS.)
= POUND(S)
_
LP..
= LOW POINT
W/0
WP
= WITHOUT
= WORK POINT
DIMENSION "S" (IN INCHES) SHALL ALWAYS BE EQUAL
MAX
= MAXIMUM
WS
= WATERSTOP
TO THE SPACING OF ADJACENT REINFORCEMENT. OMIT
MFR.
= MANUFACTURER
INCH MARKS ON DIMENSION OF SPACING OR BAR LENGTHS.
Um 226
APPROVED
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VAAA VT xVr111 Y\Jl
DEPARTMENT OF PUBLIC F
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q� Z
MAPLEWOOD CREEK FISH PROJE
STANDARD CONCRETE AND
�' ECISTF'� fiw�
eSSIO1vALOt
/'
^
REINFORCEMENT DETAILS
DESIGNED: CMG
DRAWN: DWH
DATE: 7/1/98
FILE NAI
SCALE: AS SHOWN
FlEID so[
Engineers and Scientists
CHECKED: DPT
ExviRCS 3 30 -99
Bellevue, Washington
TES (425) soz -aoco
APPROVED:
SHEET:
FAX (425) 602 -4020 NO. .REVISION
BY APPR. DATE
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