HomeMy WebLinkAboutD-205704`rl
n
TARS TO BE SAME SIZE
)ING AS OF. HORQ BARS
WALL CORIAM DUAL
(FOR USE AT ALL EXPOSED CORNERS UNLESS
OTHERWISE INDICATED ON THE DRAWINGS)
I
N
GALV AFTER FABRICATION
MODULAR °
MECHANICAL SEAL a
AB.
/ ¢
PIPE PENETRATING
OR CONNECTING
1
TO STRUCTURE-
0
o �
B.O.
/
PEA GRAVEL COMPACT
o O c a a
IN 6" MAX. LAYERS
= BOTTOM
4 -#4 (TYP.)
CATCH BASIN
AASHTO H -20 LOADING.
C
CONTRACTOR RESPONSIBLE
\\ j
AS RECOMMENDED
REINFORCEMENT CONTINUOUS
BY MODULAR
= CORRUGATED METAL PIPE
MECHANICAL
= COUNTERSINK
DET.
THROUGH JOINT
)
= DOUGLAS FIR
OA (4) = DIAMETER
.1D
= DRAWING
WATERSTOP TYP. ALL VERTICAL
= DOWEL
EA
= EACH
F E
= EACH FACE
CONSTRUCTION JOINTS AND
i
EQ.
= EQUAL
EL
WHERE SPECIFIED ON DETAILS
E.W.
= EACH WAY
EXP.
FORMED WEDGE. FLL WITH
F.D.
= FLOOR DRAIN
JOINT SEALANT
= FAR FACE
FIN.
JIM
FNDN.
CONCRETE THRUST
BLOCK. 12"4 PIPE
TYPICAL THR W BLOCK DEAL
NOT TO SCALE
1k OPENING
I
i
1.3 1d + d2 I
I
I
d1 /EXTRA BARS I
I I
1.3 Id ( I
r�
SAME SIZE AS EXTRA BARS
BUT NOT LARGER THAN 08
D FORMED WEDGE DUAL
(REINFORCEMENT NOT SHOWN)
EMBED SCH 80 PVC
OR STD WT STL PIPE
SLEEVE INTO STRUCNRE.
OPENING
ADDL LARNER BAR IF SLAB OR
WALL IS OVER 12' THICK
4' (TYP.)
PLACE CLOSE TO OPENING EQUAL
TO AREA OF THE INTERRUPTED
BARS. PLACE HALF ON EACH
SEE. USE MINIMUM CLEAR
SPACING
NOTE 74S STANDARD IS TO BE USED FOR aVO4 -c UMMS THAN 2OX OF THE
CLEAR SPAN BUT NOT MORE TWIN 6'-0' E.W. OTHERWISE SEE DRAWINGS,
/ SEAL MFR.
3/16
1/4x3 PVC OR
SEEP RING ° STEEL PL SEEP
RING WELDED
TO SLEEVE
ELEVATION LT 2
SECTION
PIPE SLEEVE W/ MODULAR MECHANICAL SEAL
TYPICAL F6S.E WALL. PEWTRA710N
NOT TO SCALE
(PROVIDE FLEXIBLE SEAL AT ALL PIPE CONNECTIONS
TO CONCRETE STRUCTURES EXCEPT 42 "4 AND 72'4 RCP)
SURFACING
0 -0 ou
GALV AFTER FABRICATION
MODULAR °
MECHANICAL SEAL a
AB.
/ ¢
PIPE PENETRATING
OR CONNECTING
1
TO STRUCTURE-
0
o �
B.O.
/
PEA GRAVEL COMPACT
o O c a a
IN 6" MAX. LAYERS
= BOTTOM
4 -#4 (TYP.)
CATCH BASIN
AASHTO H -20 LOADING.
= CENTER TO CENTER
CONTRACTOR RESPONSIBLE
\\ j
AS RECOMMENDED
= CLEAR
BY MODULAR
= CORRUGATED METAL PIPE
MECHANICAL
OPENING
ADDL LARNER BAR IF SLAB OR
WALL IS OVER 12' THICK
4' (TYP.)
PLACE CLOSE TO OPENING EQUAL
TO AREA OF THE INTERRUPTED
BARS. PLACE HALF ON EACH
SEE. USE MINIMUM CLEAR
SPACING
NOTE 74S STANDARD IS TO BE USED FOR aVO4 -c UMMS THAN 2OX OF THE
CLEAR SPAN BUT NOT MORE TWIN 6'-0' E.W. OTHERWISE SEE DRAWINGS,
/ SEAL MFR.
3/16
1/4x3 PVC OR
SEEP RING ° STEEL PL SEEP
RING WELDED
TO SLEEVE
ELEVATION LT 2
SECTION
PIPE SLEEVE W/ MODULAR MECHANICAL SEAL
TYPICAL F6S.E WALL. PEWTRA710N
NOT TO SCALE
(PROVIDE FLEXIBLE SEAL AT ALL PIPE CONNECTIONS
TO CONCRETE STRUCTURES EXCEPT 42 "4 AND 72'4 RCP)
SURFACING
0 -0 ou
°d`
'
AB.
= ANCHOR BOLT
IMPORTED BACKFIU , COMPACT
= ASPHALT CONCRETE PAVEMENT
IN 12" LAYERS
0
o �
B.O.
0
0 0 O
PEA GRAVEL COMPACT
o O c a a
IN 6" MAX. LAYERS
= BOTTOM
NOTE: DETAIL WILL SUPPORT
CATCH BASIN
AASHTO H -20 LOADING.
= CENTER TO CENTER
CONTRACTOR RESPONSIBLE
(� )�
FOR PIPE PROTECTION
= CLEAR
FROM HEAVIER LOADS
= CORRUGATED METAL PIPE
DURING CONSTRUCTION.
MIN. ' ' MIN. '
TYPICAL SNGLE PIPE BEDDNG DEAL
NOT TO SCALE
(i f
7114 Ailif:r►i��:'.�i
1. ALL REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 318 -95,
ILEA LNG C0� REIiFORCEMEnITS FOR REINFORCED CONCRETE UNLESS OTHERWISE
NOTED.
2. CONCRETE PROTECTION FOR REINFORCEMENT, UNLESS OTHERWISE NOTED ON THE
DRAWINGS, SHALL HAVE A MINIMUM CONCRETE COVER AS FOLLOWS:
BOTTOM OF FOUNDATION AND FOOTINGS = 3'
BACKRLLED SURFACES = 3'
SURFACES SUBJECT TO SUBMERGENCE = 3'
EXTERIOR WALLS, SLABS, BEAMS AND COLUMNS = 2'
INTERIOR WALLS, SLABS, BEAMS AND COLUMNS = 1 -1/2'
3. o-- INDICATES A BAR WITH A BEND TURNED TOWARDS THE OBSERVER.
�— INDICATES A BAR WITH A BEND TURNED AWAY FROM THE OBSERVER.
INDICATES A LAPPED SPLICE IN THE SAME PLANE, NOT A BEND IN THE BAR.
4. DIMENSIONS ARE TO THE CENTERUNES OF BARS UNLESS OTHERWISE SHOWN.
5. REINFORCEMENT PARALLEL TO EMBEDDED ITEMS SHALL MAINTAIN A MINIMUM
CLEAR DISTANCE EQUAL TO 1 -1/2 TIMES THE MAXIMUM SIZE AGGREGATE
6. THE FIRST AND LAST BARS IN THE WALLS AND SLABS SHALL BEGIN AND END A
DISTANCE EQUAL TO THE CLEAR COVER FROM EACH END OF THE MEMBER.
7. STIRRUPS IN BEAMS AND TIES IN COLUMNS ARE TO START AND END AT A MAXIMUM
DISTANCE OF ONE -HALF OF THE ADJACENT BAR SPACING FROM THE FACES OF THE
SUPPORTING MEMBERS UNLESS OTHERWISE NOTED.
8. MECHANICAL SPLICES MAY BE USED UPON APPROVAL OF THE ENGINEER.
9. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS OTHERWISE NOTED.
10. WHERE APPLICABLE SUBSTITUTE Idt OR Idh FOR Id IN ALL REINFORCEMENT DETAILS
SHOWN ON THIS DRAWING.
by .: ► � : i! ��i�a���l�i►��
O
= SPACING CENTER TO CENTER
AB.
= ANCHOR BOLT
A.C.P.
= ASPHALT CONCRETE PAVEMENT
B.F.
= BOTTOM FACE
B.O.
= BLOCKQUT
ELL
= BOTTOM LAYER
BOT.
= BOTTOM
C.B.
CATCH BASIN
C.C.
= CENTER TO CENTER
CA,
= CONSTRUCTION JOINT
CLR.
= CLEAR
C.M.P.
= CORRUGATED METAL PIPE
C.S.
= COUNTERSINK
DET.
= DETAIL
D.F.
= DOUGLAS FIR
OA (4) = DIAMETER
DWG
= DRAWING
OWL
= DOWEL
EA
= EACH
F E
= EACH FACE
EL
= ELEVATION (OR ELEV.)
EQ.
= EQUAL
EL
= EACH LAYER
E.W.
= EACH WAY
EXP.
= EXPANSION
F.D.
= FLOOR DRAIN
F.F.
= FAR FACE
FIN.
= FINISHED
FNDN.
= FOUNDATION
GALV.
= GALVANIZED
GRTG.
= GRATING
HORIZ.
= HORIZONTAL
H.P.
= HIGH POINT
H.R.
= HANDRAIL
I.D.
= INSIDE DIAMETER
UNLESS OTHERWISE NOTED
INSIDE FACE
I.L.
= INSIDE LAYER
INV.
= INVERT
LB. (LBS.) = POUND(S)
L.P.
= LOW POINT
MAX.
= MAXIMUM
MFR.
= MANUFACTURER
6'
3/8'
PVC WATERUCIP
RECOMMENDED
FOR APPROVAL
BY— - -- --
B V'
MIN. = MINIMUM
M.L. = MIDDLE LAYER
N.F. =
NEAR FACE
N.I.C. =
NOT IN CONTRACT
NO. =
NUMBER
NOS. =
NUMBERS
N.T.S. =
NOT TO SCALE
O.C. =
ON CENTER
O.D. =
OUTSIDE DIAMETER
O.F. =
OUTSIDE FACE
O.L. =
OUTSIDE LAYER
0-0 =
OUT M OUT
OPNG. =
OPENING
OPP, =
OPPOSITE
P.C. =
POINT OF CURVATURE
P.C.C. =
POINT OF COMPOUND CURVATURE
P.I. =
POINT OF INTERSECTION
PL =
PLATE
P.T. =
POINT OF TANGENCY
37
OR PRESSURE TREATED
R =
RADIUS
REF. =
REFER OR REFERENCE
REINF. =
REINFORCEMENT OR REINFORCING
REQ'D =
REQUIRED
R.O. =
ROUGH OPENING
SIM. =
SIMILAR
SPA. =
SPACE(S)
SPECS =
CONTRACT SPECIFICATIONS
SS. =
STAINLESS STEEL
STD. =
STANDARD
STL =
STEEL
SYM. =
SYMMETRY OR SYMMETRICAL
T =
TANGENT LENGTH
T & 8 =
TOP AND BOTTOM
T.O.C. =
TOP OF CONCRETE
TYP. =
TYPICAL
U.O.N. =
UNLESS OTHERWISE NOTED
VERT. =
VERTICAL
W/ =
WITH
W/0 =
WITHOUT
WP =
WORK POINT
WS =
WATERSTOP
I 1 A E3?
NORTHWEST, INC.
Engineers and Scientists
Bellevue, Washington
2353 -130TH AVE NE, SUITE 200
F206)ASO� 98005
TEL- (206) 882 -2455
1. BEFORE PLACING CONCRETE, SEE ALL unAWINGia, INCLUDING 'MANUFACTURERS'
DRAWINGS, FOR ALL EMBEDDED ITEMS WHICH ARE REQUIRED IN THE PLACEMENT.
2. THICKNESSES SHOWN FOR WALLS AND SLABS ADJACENT TO UNDISTURBED SOIL OR
R= ARE MINIMUM DIMENSIONS.
3. BEFORE PLACING CONCRETE, CARE SHALL BE TAKEN THAT ALL EMBEDDED ITEMS
ARE IN POSITION AND SECURELY FASTENED IN PLACE
4. THE MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE
fc =4,000 PSI, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECS.
1 M& fY d MGV 1 Lev O IYIW
AND LAP SPLICE LENGTHS
(UNL"� OTHERWISE INDICATED ON THE DRAWINGS)
f'r. = 4.nnn PSI fu = Rn nm PSI
TABLE NOTES
(1.) ALL TABLE VALUES ARE IN INCHES.
(2.) UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS ARE
TENSION BARS.
(3.) TENSION BARS GIVEN IN TABLE ARE FOR BARS SPACED AT LEAST
6 Id O.C. AND CONCRETE COVER IS GREATER THAN db.
(4.) FOR OTHER CONDITIONS THE FOLLOWING MULTIPLIER SHALL BE USED:
A. TENSION BARS SPACED LESS THAN 6 Id O.C. = 1.25 x TABLE VALUE
B. 3- BAR - BUNDLES IN TENSION OR COMPRESSION = 1.50 x TABLE VALUE
(5.) FOR OTHER CONDITIONS NOT INDICATED IN TABLE REFER TO ACI 318 -89.
F2EINFC7RCING BAR ABE?FREVIATIONS
Id = DEVELOPMENT LENGTH
Idh = DEVELOPMENT LENGTH FOR HOOKED BARS
Idt = DEVELOPMENT LENGTH FOR TOP BARS
db = BAR DIAMETER
REINFORCING BAR BILLING Sc IDENTIFYING
A. TYPICAL BAR BIWNG IN PLANS SECTIONS AND ELEVATIONS:
#6 O 6 N.F., LL
WHERE BAR LENGTH AND NUMBER REQUIRED IS NOT GIVEN, THE
CONTRACTOR SHALL DETERMINE SAME FROM BAR SPACING,
LOCATION AND DIMENSIONS OF STRUCTURE
B. TYPICAL BAR IDENTIFICATION: - - -#6 O 12
#8 (TYP.)
C. TYPICAL DETAILW BAR BILLING: 8 #6 0 8 X 4' -6' E.F.
SAMPLE BILLING:
LOCATION OF
END BAR IN A6 O 10 I #6 O 10
BILLING S
DIMENSION "S" (IN INCHES) SHALL ALWAYS BE EQUAL
TO THE SPACING OF ADJACENT REINFORCEMENT.
40 4
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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
TABLE NOTES
(1.) ALL TABLE VALUES ARE IN INCHES.
(2.) UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL BARS ARE
TENSION BARS.
(3.) TENSION BARS GIVEN IN TABLE ARE FOR BARS SPACED AT LEAST
6 Id O.C. AND CONCRETE COVER IS GREATER THAN db.
(4.) FOR OTHER CONDITIONS THE FOLLOWING MULTIPLIER SHALL BE USED:
A. TENSION BARS SPACED LESS THAN 6 Id O.C. = 1.25 x TABLE VALUE
B. 3- BAR - BUNDLES IN TENSION OR COMPRESSION = 1.50 x TABLE VALUE
(5.) FOR OTHER CONDITIONS NOT INDICATED IN TABLE REFER TO ACI 318 -89.
F2EINFC7RCING BAR ABE?FREVIATIONS
Id = DEVELOPMENT LENGTH
Idh = DEVELOPMENT LENGTH FOR HOOKED BARS
Idt = DEVELOPMENT LENGTH FOR TOP BARS
db = BAR DIAMETER
REINFORCING BAR BILLING Sc IDENTIFYING
A. TYPICAL BAR BIWNG IN PLANS SECTIONS AND ELEVATIONS:
#6 O 6 N.F., LL
WHERE BAR LENGTH AND NUMBER REQUIRED IS NOT GIVEN, THE
CONTRACTOR SHALL DETERMINE SAME FROM BAR SPACING,
LOCATION AND DIMENSIONS OF STRUCTURE
B. TYPICAL BAR IDENTIFICATION: - - -#6 O 12
#8 (TYP.)
C. TYPICAL DETAILW BAR BILLING: 8 #6 0 8 X 4' -6' E.F.
SAMPLE BILLING:
LOCATION OF
END BAR IN A6 O 10 I #6 O 10
BILLING S
DIMENSION "S" (IN INCHES) SHALL ALWAYS BE EQUAL
TO THE SPACING OF ADJACENT REINFORCEMENT.
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