Z-5534-B Map 93 -112"x3 -112"x114" GALV. STEEL ELEVATION
OF C.J.
TUBE WITH 4x4 WOOD RAILS 1 -O" ELEVATION 8" VARIES #5 12" O.0 - PLACE AND 1"x6" WOOD FENCING VARIES 314 CHAMFER ALL EXTRA #5 AT TOP OF WALL
(TYP.) EXPOSED CORNERS (TYP.)
RUBBED FINISH FOR ALL
11
EXTRA #6 BETWEEN - EXPOSED SURFACES a 112 EJ WALK #6 @ 10" O.C. 84"L
FENCE POSTS
° o ELEVATION ° ° ° ° ° a
a ° ° o\omunm°umnni„i
VARIES ° ” o ° ° ° ° A 4 Or A TH fl.
518" HILTI STAINLESS STEEL _ P U
HAS -E ROD WITH LOCK NUT ° - a° ° ° ° ° ° ° CROMWELL
XELEVATION VARIES
ARCHITECTSI
° _ w ERS
SEE C1,2 ENGINE a `
EMBEDDED 5 518" WITH -
HILTI HIT RE 500 EPDXY ° ° -- CONTINUOUS #6 @ 10" O.C.
9
1
� #5 1211 VARIES
ADHESIVE - (TYP.) „ _ - -PLACE EXTRA #6 AT TOP i � -- c� @
— OF WALL °'°
M
unmuu
1811 #6 @ 101' O.C. EXTRA CONTINUOUS #6 BELOW 30
TIN
n TOP OF FOOTING
II
1
FENCE POST BLOCKOUT CORNER REINFORCEMENT
° ELEV. 567.50
_I
RUBBED FINISH FOR ALL #6@10"O.C, 1-11211x5"KEYWAY CONSTRUCTION/CONTRACTION JOINT DETAIL
EXPOSED SURFACES o �+ #5 @ 1211 NOT TO SCALE
NOTE: �} NOT TO SCALE
PROVIDE CONTRACTION OR
NOTE:
CONSTRUCTION JOINTS IN ) INSIDE FACE OF FENCE
° a � #5 @ 12" FENCE POST SPACING 8'-0" (MAX. 1. USE CORRISION RESISTANT SCREWS
NOTE: #6 @ 10" O.C. - USE 90° STD WALL @UNIFORM SPACING (20' TO ATTACH WOOD FENCE BOARDS TO
PROVIDE CONTRACTION OR m HOOK IN FOUNDATION 1"x6"x4' TREATED WOOD
MAX. SPACING) PER
CONSTRUCTION JOINTS IN WALL @ ° EXTEND TO BOTTOM T-0' 4 WOOD RAILS,
3 -112"x3 -112"x114" 2. ATTACH WOOD FENCE BOARDS TO �
UNIFORM SPACING (20' MAX. LAYER OF REINFORCING /� __ _ ___ ____ __ ____ ___ ____ ___ ____ ____ ____ ___ --__ --- -----------r_ _ OUTSIDE FACE GALVANIZED STEEL TUBE STEEL POSTS WITH SELF TAPPING
SPACING) PER RETAINING WALL DETAIL -- ---- - OF FENCE CORROSION RESISTANT SCREWS AS � 00
4 p o 1" T01-112" OPEN j 1"x6"x6' NECESSARY.
GRADED GRAVEL NOT TO SCALE
BACKFILL TREATED WOOD 3. STAIN WOOD FENCING Wl EXTERIOR
STAINISEALER-COLOR SELECTED BY o
I NON -WOVEN FILTER FABRIC AROUND ARCHITECT (�
PLACE 3" WEEP e `� OPEN GRADED GRAVEL BACKFILL - °
- _
HOLES AT 10' OC. 2" CLR. PROVIDE 2 LAYERS OVER WEEP HOLES 24" ° " r_ 4"x4" TREATED WOOD
AND ATTACH TO WALL 181, RAILS 4"x4" WOOD RAILS — � c
WEEP HOLES 24 #6 @ 10" O.C. a INDICATES�� ]�
11 ` 1 r
CENTER LINE RAIL SUPPORT � �
NOTE:
3-1/2"0-1/2"A/4"b 5
6" ABOVE : ANGLES TOP OF WALL rr -
ELEVATION NON-VWOVEN FILTER GALVANIZED STEEL TUBE
FINISHED FABRIC SHALL BE
GRADE VARIES 3" CLR. MIRAFI 140N OR EQUAL----------- 1x6 x6 FENCE BOARDS 0
- - - - - OUTSIDE FACE OF FENCE
11 �� 1 GJ" /'
— #6 @ 10" O.C. ° � J ° ° � _ j I INSIDE FACE OFFENCE � r
— a ° ° 1x6"x4' FENCE BOARDS �_ J1-
- ELEVATION °
° 111x6" CUT TO FIT
�3'-0" " o VARIES � �
M Cp -
„ o o`� 1 V DRILL HOLES IN FENCE
O
1 0 P
1-1 2x8 KEYWAY I f f
1 %' d BOARDS TO MATCH POST
ANCHORS SECTION @ END -I-
° q TYPICAL ELEVATION
® FOUNDATION STEP DETAIL
° 5 FENCE SECTION TYPICAL SECTION
NOT TO SCALE 6
NOT TO SCALE n n
91011 ARCHITECT/ ENGINEER OF RECORD
RETAINING I N G WALL DETAIL 3� 4 114 r5/8')
" SLOPED RAIL SUPPORTS
TYP. aa "x4"WOOD RAIL
NOTTOSCALE 3%" co °°a°BI_OCKOUT FOR+jL411x4"x114 x03 112 n SQL A R C H I T E C T S
° 4 °o '� CONNECTION PLATE "2-314" LAG BOLT 21001st Ave. N., Ste. 100, P: 205 252 8222
l ° 7"x18"x 1/4" R 114"x6 112"x1'-6" 114 Birmingham, AL 35203 F: 205 - 252 - 8899
° e a 4
7 2" 114 W: www.bdgllp.com
NOTE:
6-1/2" USE 13132" PILOT = "
STANDARD POST POCKET IN WALL CORNERIEND POST POCKET IN WALL CORNERIEND POST STANDARD POST POST TOPHOLE FOR ALL 518" TYPICAL RAIL SUPPORTS
LAG BOLTS.
3 -112"x3 -112"x114" 7 FENCE POST BLOCKOUTS Q FENCE POST DETAILS
ADJusTFENCEPosT
GALVANIZED STEEL TUBE 4"x4" WOOD RAILS TOP OF WALL ELEV. 571.50 / V TOP OF WALL ELEV. 571.50 SPACING AS NECESSARY
NOT TO SCALE NOT TO SCALE AT END OF RETAINING
8' 0" ELEV 567.50 WALL
TYP.
1
EM SEAL o va u„s n ..
11 "
NOTE: CONSTRUCTIONICONTRACTION JOINT00
PROVIDE CONTRACTION OR CONSTRUCTION 2 ' ELEV 566.00
� r�� St ATE OF
JOINTS IN WALL @UNIFORM SPACING (20' MAX. 19'-0" 22' "
SPACING) PER ELEV 564.50 40'-5" o A GKRSAS �\
4
ELEV 563.00 1__j AN
11 ELEV 561.50 �
19'-0 FINISHED GRADE NOTE: � 4��
099�l 4 /
�
RETAINING WALL EXTENDS APPROX. 30" BOTTOM OF FENCE 1" zU 0
ELEV 560.00 ABOVE GRADE ON BANK SIDE OF INSTALL CATCH BASIN THISAREA PRIOR TO ABOVE FINISHED GRADE ` 0 �TT M A o oo' ,
011 TOP OF FOUNDATION PROPERTY TO PROVIDE GUARD AGAINST INSTALLING RETAINING WALL- BLOCK OUT
ELEV 558.50 VEHICLES OVERTOPPING WALL. RETAINING WALL FOOTING AROUND CATCH BASIN
1'-6"WIDE X 12" HIGH BLOCKOUT FOR
DETENTION OUTFALL PIPE -VERIFY ^
LOCATION -FILL ANNULAR SPACE SOLID WI lJ•
BRICK & MORTAR AFTER INSTALLATION
ADJUST FENCE POST SPACING TOW ELEV. 567.00
AS NECESSARY AT END OF
WA
= =llll�111H
_ =
T-011
ELEV 558.50
ELEVATION -
NOT TO SCALE
TOW ELEV. 568.50
12'-0"
SOUTH WALL
TOW ELEV. 569.50 TOW ELEV. 570.50
-
_ _
12'4" _
8 0"
P.
_ _
30'-0"
3-112"x3-112"x114"X7'-3"
LONG GALVANIZED STEEL
TOW ELEV. 571.50 4"x4" TREATED
TUBE (TYP.) WOOD RAILS
_ - _
_- U=Z
__ _ _ _ _ _ _ _lit _
NOTE:
PROVIDE CONTRACTION OR CONSTRUCTION
JOINTS IN WALL @ UNIFORM SPACING (20'
MAX. SPACING) PER
CONSTRUCTION/CONTRACTION
JOINT
FINISHED GRADE
TOP OF FOUNDATION
TOW ELEV. 571.50
_ _
_= _RETAINING
= I
0
ISSUE
DATE DESCRIPTION
-
-
-
PROJECT INFORMATION BLOCK
JOB # 14600
DATE: 9-19-14
DRAWN BY: _
CHECKED BY:
SHEET TITLE
SITE RETAINING
WALL DETAILS
125' 11"
SHEET NUMBER
10 ELEVATION
7OTNTOSC ALEE
- WEST WALL
C5.0