HomeMy WebLinkAbout2947-25P/L
I(INSIDE OF PROPERTY)
I TOP OF WALL
PER PROFILE
92
0.203m x 0.203m x
DECORATIVE BLOCI
FACE WALL FRONTING
0.102m (4")
0.203m (8")
crr SAD
E.W.
1.524m (5)
SQUARE
8
@CENTER
SOUNDWALL TABLE
(Per
Q
APWA Std. Plan
No. 601-1, Type 2
and
Std. Plan No. 618-1)
CD
a.
STEM
FOOTING
REINFORCEMENT (SPACING
IN METERS)
REMARKS
H
t
t1
"h"
"h1"
W2
T
0 I
B
C
D
(m)
(mm)
(mm)
o
(m)
(m)
(mm)
�
U)
��
ry
0LL�
2.438
.
-
0.813
-
1.143
304.8
13M @
0.610
13M @ 0.610
13M
@
0.813
-
LL:
zz
203.2
-
1.016
-
1.295
304.8
zo
0.610
13M @ 0.610
13M
@
0.813
-
-
W
C-)<
254
0.813
0.813
1.143
304.8
13M @
0.610
J n
t006
@
0.813
13M @ 0.610
With Retaining Wall Base
3.454
�Qo
254
0.062m-�
lo 01J
1.143
13M @
0.610
J
U) U)
(2 3/4„)
0.813
16M @ 0.610
With Retaining Wall Base
F.S.
_
11=II=1=11=
�
Q
=III=III
; .III=III
CD
LLI
J
(2
")
3/4LL-
z
0.062m
z
0
•
t1
-C
I --w
Cf) 00
�i
D
E.F.
Irf
_
Q o
N^
Lo -(D
Q
TOP OF
FOOTING
4-16M
PER
PROFILE
W2
�.
0
0
92
0.203m x 0.203m x
DECORATIVE BLOCI
FACE WALL FRONTING
0.102m (4")
0.203m (8")
crr SAD
E.W.
1.524m (5)
SQUARE
1. CONTRACTOR SHALL TAKE NOTE OF EXISTING CONDITION OF EXISTING WALL INSIDE & OUTSIDE
OF THE PROPERTIES TO BE AFFECTED BY THIS CONSTRUCTION. COLORED PICTURES SHALL BE
TAKEN OF THE EXISTING WALLS AND PROPERTIES ADJACENT TO THE WALLS TO BE USED AS
REFERENCE IN RESTORING THE EXISTING CONDITION UPON COMPLETION OF CONSTRUCTION
2. FINISH SURFACES (INSIDE & OUTSIDE) OF WALL SHALL MATCH THE EXISTING CONDITIONS AS
TO TEXTURE, COLOR, AND DETAIL LINES.
3. CONSTRUCTION OF WALL SHALL CONFORM TO APWA STD. PLAN NO. 601-1 AND 618-1 AS
MODIFIED ON THESE PLANS, AND THE APWA STD. SPECIFICATIONS.
5. ALL MASONRY BLOCKS ARE SOLID GROUTED.
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
Zol
FINISH: STUCCO
COLOR: MERLEX P-122
EGG SHELL
"VALL FOOTING
PL (LAYOUT LINE)�
i
R=280.415m (920') �I
I
CONC. CAP
0.051
(2") �, TW PER
PROFILE
0.025m --� � 0.025m
OUTSIDE WALL
FINISH TO MATCH
EXISTING
0.203m
8"
MASONRY
BLOCK WALL
SECTION A
N.T.S.
(REFER TO PROFILE ON SHEET 18
FOR LOCATION)
0.051 m 0.914m 0.051 m GROUTED
(2") (36") (2") CAP
8"x8"x16" 0.508m 0.051 m (2")
BLOCK 20
-) F
•.=ice%'. :'.i':2 s`%•: 5'S'.'.'t•.-r+_�•.
0.051 m (2") i
0.203m (8") 406m
�16")
4 HOOK \
@40.356m
( ) ---)L 0.051 m (2") TWC
0.051 m (2") #4 CONT. (3 EA)
SOUND WALL CAP #4 @ 14»
P1 PILASTER CAP
N.T.S.
0.051 m 0.610m 0.051m
(2") (24") (2") GROUTED
CAP
8»x8"x16" 0.203m
BLOCK (8►�) 0.051 m (2")
0.051 m (2") 0.203m (8») 0.356m
)
4 HOOK (14
@ 0.203m TWC
(8") ---� 0.051 m (2")
0.051 m (2") #4 CONT. (3 EA)
SOUND WALL CAP #4 @ 8»
P2 PILASTER CAP
N.T.S.
TWC = TOP OF WALL CAP
TWC
#4 CONT.
0.025m (11") #4 @ 32"
GROUNTED CAP
_�-= - --- 2"x4"x16" BLOCK
0.102m (4") BONDING AGENT
HUB 1000 EPDXY
0.051 m (2") / BOLT" & "NUTRRIAGE
#4 HOOK 2 it x8"x8" BLOCK
® 32" 3-3/4
/
0.203m
(8f1)
CMU
SOUND BALL CAP
SECTION B
N.T.S.
E
rn
0.051 m 0.051 m
... (2") 0.61 Om (2")
E.W.
1.219m (4')
SQUARE
0.914m (3')
13M @ 0.61 Om
0.203m (8")
MASONRY BLOCK
8-16M
0
rn
WALL
P/L
N
E
0
0
(14")
FINISH: STUCCO
COLOR: MERLEX P-122
WALL FOOTING
0. 61 Om (z')
0.152m (6") J
13M @ 0.610m
0.203m (8")
MASONRY BLOCK
(SOLID GROUT)
M� r I Z. -12 0 M I
4-16M
WALL
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND
MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR
CONSTRUCTION. HALL & FOREMAN, INC. IS NOT RESPONSIBLE . FOR
UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND
FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT
INTEND TO USE SAME.
N01'!'B: ALL
P/L
q: I :A ; F:i
-w
0
O ('7
- N
o �-
�co
�N
L CD
co
C:N
Uja
W 3
O -4
O 3
�i
rnm
0000
0 0
0)m
rnm
Cf)
cn o
SOUNDWALL TABLE
(Per
Modified
APWA Std. Plan
No. 601-1, Type 2
and
Std. Plan No. 618-1)
STEM
FOOTING
REINFORCEMENT (SPACING
IN METERS)
REMARKS
H
t
t1
"h"
"h1"
W2
T
A
B
C
D
(m)
(mm)
(mm)
(m)
(m)
(m)
(mm)
2.438
203.2
-
0.813
-
1.143
304.8
13M @
0.610
13M @ 0.610
13M
@
0.813
-
-
2.845
203.2
-
1.016
-
1.295
304.8
16M @
0.610
13M @ 0.610
13M
@
0.813
-
-
3.251
203.2
254
0.813
0.813
1.143
304.8
13M @
0.610
13M @ 0.610
13M
@
0.813
13M @ 0.610
With Retaining Wall Base
3.454
203.2
254
0.813
1.016
1.143
304.8
13M @
0.610
13M @ 0.610
13M
@
0.813
16M @ 0.610
With Retaining Wall Base
1. CONTRACTOR SHALL TAKE NOTE OF EXISTING CONDITION OF EXISTING WALL INSIDE & OUTSIDE
OF THE PROPERTIES TO BE AFFECTED BY THIS CONSTRUCTION. COLORED PICTURES SHALL BE
TAKEN OF THE EXISTING WALLS AND PROPERTIES ADJACENT TO THE WALLS TO BE USED AS
REFERENCE IN RESTORING THE EXISTING CONDITION UPON COMPLETION OF CONSTRUCTION
2. FINISH SURFACES (INSIDE & OUTSIDE) OF WALL SHALL MATCH THE EXISTING CONDITIONS AS
TO TEXTURE, COLOR, AND DETAIL LINES.
3. CONSTRUCTION OF WALL SHALL CONFORM TO APWA STD. PLAN NO. 601-1 AND 618-1 AS
MODIFIED ON THESE PLANS, AND THE APWA STD. SPECIFICATIONS.
5. ALL MASONRY BLOCKS ARE SOLID GROUTED.
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
Zol
FINISH: STUCCO
COLOR: MERLEX P-122
EGG SHELL
"VALL FOOTING
PL (LAYOUT LINE)�
i
R=280.415m (920') �I
I
CONC. CAP
0.051
(2") �, TW PER
PROFILE
0.025m --� � 0.025m
OUTSIDE WALL
FINISH TO MATCH
EXISTING
0.203m
8"
MASONRY
BLOCK WALL
SECTION A
N.T.S.
(REFER TO PROFILE ON SHEET 18
FOR LOCATION)
0.051 m 0.914m 0.051 m GROUTED
(2") (36") (2") CAP
8"x8"x16" 0.508m 0.051 m (2")
BLOCK 20
-) F
•.=ice%'. :'.i':2 s`%•: 5'S'.'.'t•.-r+_�•.
0.051 m (2") i
0.203m (8") 406m
�16")
4 HOOK \
@40.356m
( ) ---)L 0.051 m (2") TWC
0.051 m (2") #4 CONT. (3 EA)
SOUND WALL CAP #4 @ 14»
P1 PILASTER CAP
N.T.S.
0.051 m 0.610m 0.051m
(2") (24") (2") GROUTED
CAP
8»x8"x16" 0.203m
BLOCK (8►�) 0.051 m (2")
0.051 m (2") 0.203m (8») 0.356m
)
4 HOOK (14
@ 0.203m TWC
(8") ---� 0.051 m (2")
0.051 m (2") #4 CONT. (3 EA)
SOUND WALL CAP #4 @ 8»
P2 PILASTER CAP
N.T.S.
TWC = TOP OF WALL CAP
TWC
#4 CONT.
0.025m (11") #4 @ 32"
GROUNTED CAP
_�-= - --- 2"x4"x16" BLOCK
0.102m (4") BONDING AGENT
HUB 1000 EPDXY
0.051 m (2") / BOLT" & "NUTRRIAGE
#4 HOOK 2 it x8"x8" BLOCK
® 32" 3-3/4
/
0.203m
(8f1)
CMU
SOUND BALL CAP
SECTION B
N.T.S.
E
rn
0.051 m 0.051 m
... (2") 0.61 Om (2")
E.W.
1.219m (4')
SQUARE
0.914m (3')
13M @ 0.61 Om
0.203m (8")
MASONRY BLOCK
8-16M
0
rn
WALL
P/L
N
E
0
0
(14")
FINISH: STUCCO
COLOR: MERLEX P-122
WALL FOOTING
0. 61 Om (z')
0.152m (6") J
13M @ 0.610m
0.203m (8")
MASONRY BLOCK
(SOLID GROUT)
M� r I Z. -12 0 M I
4-16M
WALL
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM OTHERS AND
MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR
CONSTRUCTION. HALL & FOREMAN, INC. IS NOT RESPONSIBLE . FOR
UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND
FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT
INTEND TO USE SAME.
N01'!'B: ALL
P/L
q: I :A ; F:i
-w
0
O ('7
- N
o �-
�co
�N
L CD
co
C:N
Uja
W 3
O -4
O 3
�i
rnm
0000
0 0
0)m
rnm
Cf)
cn o