Z-5534-B Map 53-1/2"0-1/2"x114" GALV. STEEL
TUBE WITH 44 WOOD RAILS
AND 1"x6" WOOD FENCING
(TYP.)
EXTRA #6 BETWEEN "
FENCE POSTS �°
o I d
I n
5/8" HILTI STAINLESS STEEL al
a°
HAS -E ROD WITH LOCK NUT
EMBEDDED 5-518" WITH
HILTI HIT RE 500 EPDXY °
ADHESIVE - (TYP.) d
18" n911 -
#6 @ 10" O.C.
RUBBED FINISH FORALL
EXPOSED SURFACES °
VARIES v 3/4" CHAMFER ALL
EXPOSED CORNERS (TYP.)
ELEVATION VARIES -
SEE C1.2
CONTINUOUS #6 @ 10" O.C.
PLACE EXTRA #6 AT TOP
— = OF WALL
EXTRA CONTINUOUS #6 BELOW
FENCE POST BLOCKOUT
#6 @ 10" O.0
RUBBED FINISH FOR ALL —�
EXPOSED SURFACES
ELEVATION
VARIES
1-112"x5" KEYWAY
NOTE:�—
NOTE:
INSIDE FACE OF FENCE 1. USE CORRISION RESISTANT SCREWS
#6 @ 10" O.C. - USE 900 STD
PROVIDE CONTRACTION OR
WOOD RAILS.
64
HOOK IN FOUNDATION -
CONSTRUCTION JOINTS IN WALL @
GALVANIZED STEEL TUBE STEEL POSTS WITH SELF TAPPING
d
CORROSION RESISTANT SCREWS AS
EXTEND TO BOTTOM
UNIFORM SPACING (20' MAX.
3. STAIN WOOD FENCING W1 EXTERIOR
LAYER OF REINFORCING
SPACING)PER
ARCHITECT
4"x4" TREATED WOOD
TO 1-1/2" OPEN
41"
e,
O a GRADED GRAVEL
ti
OUTSIDE FACE OF FENCE
BACKFILL
INSIDE FACE OF FENCE 1"x6"x6' FENCE BOARDS
i
C? NON -WOVEN FILTER FABRIC AROUND
PLACE 3" WEEP
Ir
N OPEN GRADED GRAVEL BACKFILL -
HOLES AT 10' OC. 2" CLR.
PROVIDE 2 LAYERS OVER WEEP HOLES
AND ATTACH TO WALL
WEEP HOLES
CENTER LINE
0
NOTE:
6" ABOVE
NON-VWOVEN FILTER
1- a%
FINISHED ELEVATION
FABRIC SHALL BE
GRADE VARIES
L--
0
3" CLR. MIRAFI 140N OR EQUAL.
=
a °
#6 @ 10" O.C.
— -- --
d
ELEVATION
0"
M VARIES
1-112"x8" KEYWAY
O
d a
ad
a
J
U
M
RETAINING WALL DETAIL
NOT TO SCALE
3-112"0-112"x114"
GALVANIZED STEEL TUBE
24"
8" VARIES
a 112" EJ
41-
- a
a
U
1 d
#5 @ 12" O.0 - PLACE
EXTRA #5 AT TOP OF WALL
WALK
VARIES
#5 @ 12"
30"
TOP OF FOOTING
ELEV. 567.50
#5 @ 12" NOTE:
PROVIDE CONTRACTION OR
#5 @ 12" CONSTRUCTION JOINTS IN
co
T-0"
RETAINING WALL DETAIL
NOT TO SCALE
WALL @ UNIFORM SPACING (20'
MAX. SPACING) PER
4
FOUNDATION STEP DETAIL
NOT TO SCALE
3Y"
A"
CORNER REINFORCEMENT
NOT TO SCALE
FENCE POST SPACING 8'-0" (MAX.)
BLOCKOUT FOR
CONNECTION PLATE
7"x18"x 114"
STANDARD POST POCKET IN WALL CORNER/END POST POCKET IN WALL
7 FENCE POST BLOCKOUTS
4"x4" WOOD RAILS TOP OF WALL ELEV. 571.50 r NOT TO SCALE
8'-0"
7—TYP.—_7 —TYP.~I I
TYPICAL ELEVATION
FENCE SECTION
NOT TO SCALE
- - - -
- ------
11
32 -ji"
NOTE: CONSTRUCTION/CONTRACTION JOINT
PROVIDE CONTRACTION OR CONSTRUCTION 23' 0" ELEV 566.00
JOINTS IN WALL @ UNIFORM SPACING (20' MAX. 191-0. "
ELEV 564.50 40'-5" � � ARKA�AS
SPACING) PER 4 ELEV 563.00 � �, CFINISHED GRADE P NA&P
19'-01, _ ELEV 561.50 NOTE:
RETAINING WALL EXTENDS APPROX. 30" BOTTOM OF FENCE 1" 0994
ELEV 560.00 ABOVE GRADE ON BANK SIDE OF INSTALL CATCH BASIN THIBAREA PRIOR TO ABOVE FINISHED GRADE ` sC07T M AR��;i��
TOP OF FOUNDATION PROPERTY TO PROVIDE GUARD AGAINST INSTALLING RETAINING WA.L- BLOCK OUT
ELEV 558.50 VEHICLES OVERTOPPING WALL. RETAINING WALL FOOTINGAROUND CATCH BASIN
CL OF C.J.
j
OUTSIDE FACE
OF FENCE
1"x6"x6'
TREATED WOOD
INDICATE
RAIL SUP
ANGLES
'YP.
112"x1'-6"
CONSTRUCTION/CONTRACTION JOINT DETAIL
NOT TO SCALE
NOTE:
INSIDE FACE OF FENCE 1. USE CORRISION RESISTANT SCREWS
—
1"x6"x4' TREATED WOOD TO ATTACH WOOD FENCE BOARDS TO
WOOD RAILS.
64
3 -112"x3 -112"x114" 2. ATTACH WOOD FENCE BOARDS TO
GALVANIZED STEEL TUBE STEEL POSTS WITH SELF TAPPING
--
CORROSION RESISTANT SCREWS AS
NECESSARY.
3. STAIN WOOD FENCING W1 EXTERIOR
STAIN/SEALER-COLOR SELECTED BY
ARCHITECT
4"x4" TREATED WOOD
RAILS
r 4"x4" WOOD RAILS
I 3-112"0-112"x114"
ti
OUTSIDE FACE OF FENCE
INSIDE FACE OF FENCE 1"x6"x6' FENCE BOARDS
i
1 "x6" CUT TO FIT
Ir
0
1- a%
L--
0
11r_
BLOCKOUT FOR
CONNECTION PLATE
7"x18"x 114"
STANDARD POST POCKET IN WALL CORNER/END POST POCKET IN WALL
7 FENCE POST BLOCKOUTS
4"x4" WOOD RAILS TOP OF WALL ELEV. 571.50 r NOT TO SCALE
8'-0"
7—TYP.—_7 —TYP.~I I
TYPICAL ELEVATION
FENCE SECTION
NOT TO SCALE
- - - -
- ------
11
32 -ji"
NOTE: CONSTRUCTION/CONTRACTION JOINT
PROVIDE CONTRACTION OR CONSTRUCTION 23' 0" ELEV 566.00
JOINTS IN WALL @ UNIFORM SPACING (20' MAX. 191-0. "
ELEV 564.50 40'-5" � � ARKA�AS
SPACING) PER 4 ELEV 563.00 � �, CFINISHED GRADE P NA&P
19'-01, _ ELEV 561.50 NOTE:
RETAINING WALL EXTENDS APPROX. 30" BOTTOM OF FENCE 1" 0994
ELEV 560.00 ABOVE GRADE ON BANK SIDE OF INSTALL CATCH BASIN THIBAREA PRIOR TO ABOVE FINISHED GRADE ` sC07T M AR��;i��
TOP OF FOUNDATION PROPERTY TO PROVIDE GUARD AGAINST INSTALLING RETAINING WA.L- BLOCK OUT
ELEV 558.50 VEHICLES OVERTOPPING WALL. RETAINING WALL FOOTINGAROUND CATCH BASIN
CL OF C.J.
j
OUTSIDE FACE
OF FENCE
1"x6"x6'
TREATED WOOD
INDICATE
RAIL SUP
ANGLES
'YP.
112"x1'-6"
CONSTRUCTION/CONTRACTION JOINT DETAIL
NOT TO SCALE
TYPICAL SECTION
L HOLES IN FENCE
RDS TO MATCH POST
HORS
CORNER/END POST STANDARD POST POST TOP
8 FENCE POST DETAILS
NOT TO SCALE
R 1/4"
SECTION @ END
SLOPED RAIL SUPPORTS
4"x4" WOOD RAIL
CROMWELL
ARCHITECTS/
ENGINEERS
q5
NOTE:
INSIDE FACE OF FENCE 1. USE CORRISION RESISTANT SCREWS
—
1"x6"x4' TREATED WOOD TO ATTACH WOOD FENCE BOARDS TO
WOOD RAILS.
64
3 -112"x3 -112"x114" 2. ATTACH WOOD FENCE BOARDS TO
GALVANIZED STEEL TUBE STEEL POSTS WITH SELF TAPPING
--
CORROSION RESISTANT SCREWS AS
NECESSARY.
3. STAIN WOOD FENCING W1 EXTERIOR
STAIN/SEALER-COLOR SELECTED BY
ARCHITECT
4"x4" TREATED WOOD
RAILS
r 4"x4" WOOD RAILS
I 3-112"0-112"x114"
TOP OF WALL GALVANIZED STEEL TUBE
OUTSIDE FACE OF FENCE
INSIDE FACE OF FENCE 1"x6"x6' FENCE BOARDS
1 "x6"x4' FENCE BOARDS
1 "x6" CUT TO FIT
TYPICAL SECTION
L HOLES IN FENCE
RDS TO MATCH POST
HORS
CORNER/END POST STANDARD POST POST TOP
8 FENCE POST DETAILS
NOT TO SCALE
R 1/4"
SECTION @ END
SLOPED RAIL SUPPORTS
4"x4" WOOD RAIL
CROMWELL
ARCHITECTS/
ENGINEERS
q5
I ARCHITECT/ ENGINEER OF RECORD
ARCHITECTS
SEAL _
L4"x4"x1/4"x0'-31/2' �
5/8"X2-314" LAG BOLT 21001st Ave. N., Ste.100, P:205-252-8222
1/4 Birmingham, AL 35203 F: 205 - 252 - 8899
1/4 W: www.bdgllp.com
NOTE:
USE 13132" PILOT
HOLE FOR ALL 518"TYPICAL RAIL SUPPORTS
�
LAG BOLTS, ADJUST FENCE POST
SPACING AS NECESSARY
TOP OF WALL ELEV. 571.50 AT END OF RETAINING
ELEV 567.50 WALL
1'-6"WIDE X 12" HIGH BLOCKOUT FOR
DETENTION OUTFALL PIPE -VERIFY
LOCATION -FILL ANNULAR SPACE SOLID WI
BRICK & MORTAR AFTER INSTALLATION
ADJUST FENCE POST SPACING
AS NECESSARY AT END OF
RETAINING WAL1
TOW P F\/ U7 On
ELEVATION - SOUTH V,ALL
NOT TO SCALE TOW ELEV. 569.50
Tnlnrl M i coo CA
Tnlni rI r�i c7n cn
TOW ELEV. 571.50
IGJ II
ELEVATION —WEST WALL
10WI ':OT TO SC -_E
3-112"x3-112"x114"X7'-3"
1 nNG GALVANIZED STEEL
4"x4" TREATED
IA/nnn GAIT Q
Tn%Ai CI C\/ C74 CA
ISSUE DATE DESCRIPTION
PROJECT INFORMATION BLOCK
JOB # 14600
DATE: 9-19-14
DRAWN BY: —
CHECKED BY: —
SHEET TITLE
SITE RETAINING
WALL DETAILS
SHEET NUMBER
C5.0
0
—
64
N1
U�
0
1- a%
L--
0
I ARCHITECT/ ENGINEER OF RECORD
ARCHITECTS
SEAL _
L4"x4"x1/4"x0'-31/2' �
5/8"X2-314" LAG BOLT 21001st Ave. N., Ste.100, P:205-252-8222
1/4 Birmingham, AL 35203 F: 205 - 252 - 8899
1/4 W: www.bdgllp.com
NOTE:
USE 13132" PILOT
HOLE FOR ALL 518"TYPICAL RAIL SUPPORTS
�
LAG BOLTS, ADJUST FENCE POST
SPACING AS NECESSARY
TOP OF WALL ELEV. 571.50 AT END OF RETAINING
ELEV 567.50 WALL
1'-6"WIDE X 12" HIGH BLOCKOUT FOR
DETENTION OUTFALL PIPE -VERIFY
LOCATION -FILL ANNULAR SPACE SOLID WI
BRICK & MORTAR AFTER INSTALLATION
ADJUST FENCE POST SPACING
AS NECESSARY AT END OF
RETAINING WAL1
TOW P F\/ U7 On
ELEVATION - SOUTH V,ALL
NOT TO SCALE TOW ELEV. 569.50
Tnlnrl M i coo CA
Tnlni rI r�i c7n cn
TOW ELEV. 571.50
IGJ II
ELEVATION —WEST WALL
10WI ':OT TO SC -_E
3-112"x3-112"x114"X7'-3"
1 nNG GALVANIZED STEEL
4"x4" TREATED
IA/nnn GAIT Q
Tn%Ai CI C\/ C74 CA
ISSUE DATE DESCRIPTION
PROJECT INFORMATION BLOCK
JOB # 14600
DATE: 9-19-14
DRAWN BY: —
CHECKED BY: —
SHEET TITLE
SITE RETAINING
WALL DETAILS
SHEET NUMBER
C5.0