1605 Linkside Dr. POOL18-0046 dwgs 2RECIRCULATION
CHLORINATO
POOL
FILTER
THERAPY JET
RETURN LINE
fir----- ^_---'_-,1
II
II
II
II
II
I I
II
II
II
MAIN DRAIN (SUCTION) _ -----� 1
---------------------'---_ -- 1 II
11
11 i f
I 1
MAIN DRAINS MEET THE VIRGINIA GRAEME
BAKER POOL AND SPA SAFETY ACT.
(SECOND MAIN DRAIN MAY BE ON SIDE WALL)
TYPICAL SPA PO aL 2 MAIN DRA1 N5 ON 'FLOOR'
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
ct
IiI§�
r UNDERWATER LIGHT
I
RETURN LINE
II
II
____________________,___.JI
3000 PSI
t.
WATER
FOR 3000 PSI CONCRETE
LINE
I I
I i 5/4" 5ULLN05E
I/2" QUARTZ
IL--------------1�__-----------_J�
TILE OPTIONAL
L--------------------------------
ON EDGE OF
PROFILE
STEP.
TYPICAL SPA PO aL 2 MAIN DRA1 N5 ON 'FLOOR'
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
PAVER DECKING OR
G" IN VERTICAL WALLS (TYP)
4' THICK CONCRETE
G" IN COVES AND FLOORS (TYP)"
DECK W/' FIBERMIX
3000 PSI
2500 MIN. GUNITE MAY BE 5UB51TIUTED
WATER
FOR 3000 PSI CONCRETE
LINE
6"X6" CERAMIC TILE
I/2" QUARTZ
FINISH
LOW
VARIES
PROFILE
JUNCTION
BOX
UL APPROVED
UNDERWATER
4.0`
LIGHT
MIN.
I
COMPACTED SOIL0
�
UNDER CONCETE
�—
DECK
MAIN DRAINIL
EXTRA 03 BARS
SUCTION LINE
-------------------------
CONTINUOUS
0
#3 BARS12" O.C.:
n000 'oVERTICAL
0
A-
AND
° ° 00
HORIZONTAL (TYF)
(GRADE 40)
MAIN DRAIN W/ RELIEF
0 pad 00 00000°0
PLUG OR 2"
00 �,. 000 0
°
HYDROSTATIC RELIEF
o0a 000
C�0
VALVE, IF REQV.
0,00 0000
SECT I ON
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA. 1-1/2 TIMES THE D[A.
mr--
MAIN
MAIN DRAIN
DRAIN
STEEL
REINFORCED
CONCRETE -
CAF TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
DECK AND TILE DETAIL
NOT VALID WI
EMBOSSED SE
}�j 6
a
Y,a t;k
C�
;FEB 0 21.8
PARKER MYNCHENBERG, F' E. #32645
AGRLYIC FINISH
IARKER 1" 1YNCN;=NS;=RG 4 ASSOG. INC`.
FROFESSIONAL ENGINEERS LANDSCAPE ARCHITECT5
11201 RIDGE1,400D AVENUE HOLLY HILL FLORIDA 32111
(386) 671-6891 FAX (386) 611-2114
TYPICAL
RE5IDENTAL SW/POOL
DE51 GN FOR
SURFSIDE POOLS
313 BEAGN BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(4104) 246-2666
STATE LICENSE CF0044080
TP15 SIGNED AND SEALED 5HEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A, MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, TF115 DRAWING
MAY BE RENDERED 'VOID.
5WEET 2 OF 5
FOOL BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM 18" TO 24 FROM THE INSIDE= WALLS
OF THE POOL AND WHICH IS SECURED WITPIN OR UNDER 'rPE
PERIMETER SURFACE 4" TO 6" BELOW SUBGRA.DE. THE PERIMETER
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS
PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM
OF EXCAVATION.
S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EAGP SEPARATE BODY OF WATER, USING A #8 AWG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SPELLS'; BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
q, COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC, COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE W1TI IN 5 FT_
HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVf
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
3, WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS II
ADJACENT TO THE POOL (WITPIN 5 FT), THIS REBAR SHALL BE BONDED USING
ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
#8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC, 250.8
PER NEC 680. THE COFFER BONDING CONDUCTOR SPALL BE BONDED TO THE
REBAR AT BV441V44101-1OTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, HIGSHALL, IN
TO THE BONDING CONDUCTOR.
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
SPOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL f=IELD ROUTE TO DETERMINE 12.
ELECTRICAL CONTRACTOR SHALL GALL FOR THE INSPECTION OF THE BONDING OF
EXACT LOCATION, BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE FOOL
THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
WPILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIUS SHALL BE PERMITTED.
(IF USED)
5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS.
6. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER CLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE
USED SHALL BE BONDED USING #8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
-. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALL, AND ZERO -LOT LINES.
IN THESE CASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
WITP NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY PAVING
JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE APJ IN THE DETERMINATION OF IT�,YPICAL
APPLICATION OF THE NEC.
LADDER, HANDRAIL,
DIVING BOARD, ETC
PUMP MOTOR
METAL CONDUITS
OR PIPING 5Y571
POOL
REINFORCING
STEEL
m
HEATER
BOND JUMPER
NOTE q
TYPICAL
}NOTES 2 AND 3
NOTE 3
ru III
BOND JUMPER,,,,
NOTE 10
TYPICAL
SWIMMING POOL LT FIXTURE
NOTE 11
® TYPICAL
1
TYF I GAL POOL BONDING ELAN
NOT TO SCALE
JUNCTION BOX
(IF USED) BONDING LEGEND
LIGHT NICHE'
CONTROL PANEL(5)
TYPICAL FOOL BONDINGSOPEi" i,ATIG
NOT TO 50ALF
SCHEMATIC NOTES:
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIRENAYS/CONDUIT5 SHALL BE IN ACCORDAN(:E WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ;.
'OR
BOND JUMPER
NOTE 8
MINIMUM 5/6" DIAMETER POOL REBAR OR
COPPER GROUND ROD ON
BONDING CONDUCTOR
B
TYPICAL
DRIVEN UNTIL MAXIMUM
RESISTANCE VALUE OF
r\
25 OHMS IS REACHED NOTE I
(IF USED)
TYPICAL BONDING TYPE -5
NOTES 1; 4,
NOT TO SCALE
5 AND B
NOTES:
1. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
s BOND CONNECTION, PER NEC 250..8
o PARALLEL TAP CONNECTION, PER NEC 2508
UNDERGROUND BONDING CONDUCTOR, #8 AWG (MINIt'l1MF
NOT VALID WITPOUT
EM80;SSED �SE,4L
L
yT fl�.
,S
E
i
PARKER MYNGPENBERG F.E: #32645
4" DECK
05 BAR AT 12" ON CENTER
- LONG
TURN DOWN FOOTER DETAIL
BRICK PAVER
POOL DECK
1-03 BAR VERTICALLY 4 MIN
a 36" ON CENTER
1-03 BAR q 5=1/2" X A
CONTINUOUS
PAVER DECK
TURNDOWN DETAIL
r
#4 BAR AT 12" ON CENTER
TYP
7,7
FLAT CLOpamo r-ooTING
TYPE I
03 REBAR CONT.
I FT IN
TO
I FT IN
I FT IN 6
OR
STEEPER
03 RESAIR CONT.
MOTERATE 5LCFE 1=00TIN& STEP SLOPE 1=00TIN&
TYPE 2 Tyn 2
BAR AT 12" ON CENTER
SAP, AT 12" ON CENTER
:24"
.2 FT RETAINING HALL
R --TAININo WALL 5000 F -V FLIMP MIX CONCRETE
r
4 BAR AT 12" ON CENTER
N,
104 BAR BA AT 12" " ON
52"
4 FT RETAINING WALL
RETAINING WALL SOW PSI PLIMP MIX CONCRETE
5LAB-FOOTING DETAIL5
2500 MIN, OUNITE MAY BE SU55MUTED
FOR 5000 P51 CONCRETE
USE 6X6 10/10 WW OR FIBER ME5W
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
5000 PSI CONCRETE W1 2-143 REBAR,5
RIE35ON FOOTING
k4l PAVER DECK
04 BAR AT 12" ON CENTER
No/
24"
5 FT RETAINING WALL
RETAINING WALL 3000 PSI PJMP MIX CONCRETE
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN TWE POOL WALL AT NO
MORE THAN G" ON CENTER
114 BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REF105E IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO TWE
I To I AREA,
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM HI
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G" TPICKNE55-
0 5 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 11"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
5WORIN& DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED By UNDERMINING DUE To ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
CONCRETE PAVER DECK
12"
5000 P51 CONCRETE W1 2-05 REBAR5
RIBBON FOOTING
W/ PAVER DECK
NOT 'VALID WITHOUT
SIDE WALLS EM50 E-- SEAL.
CONCRETE PAVER DECK
12"
5000 PSI CONCRETE W 2-03 REBAR5
RIBBON FOOTING
w PAVER DEcr, F E B 0 /2 018
FRONT WALL
3'-6" MIN, DISTANCE
LE55 THAN I ON I
STRINGER To BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCONS,TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
.USE 1/2" PLYWOOD 51�-IEETINO
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING' TO
PREVENT UNDERMINING OF
EX15TING STRUCTURE.
PROVIDE WEEP WOLE5 AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT'TO
CONSTRUCT ROUGH SPELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
AR<f=R MYNCPENBERG 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEk4OOD AVENUE HOLLY HILL FLORIDA 52111
(586) 611-689I FAX (586) 671-2114
TYPICAL
Rr=51DENTAL 51,-4/FOOL
DEVON FOR
5URF5IDf= FOOLS
515 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(104) 246-2666
STATE LICENSE OPCO44080
THIS 51ONED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
PARKER MYNOWENBER0, F.E. #32645 11 SHEET 4 OF 5
i
I:fi
TYP
7,7
FLAT CLOpamo r-ooTING
TYPE I
03 REBAR CONT.
I FT IN
TO
I FT IN
I FT IN 6
OR
STEEPER
03 RESAIR CONT.
MOTERATE 5LCFE 1=00TIN& STEP SLOPE 1=00TIN&
TYPE 2 Tyn 2
BAR AT 12" ON CENTER
SAP, AT 12" ON CENTER
:24"
.2 FT RETAINING HALL
R --TAININo WALL 5000 F -V FLIMP MIX CONCRETE
r
4 BAR AT 12" ON CENTER
N,
104 BAR BA AT 12" " ON
52"
4 FT RETAINING WALL
RETAINING WALL SOW PSI PLIMP MIX CONCRETE
5LAB-FOOTING DETAIL5
2500 MIN, OUNITE MAY BE SU55MUTED
FOR 5000 P51 CONCRETE
USE 6X6 10/10 WW OR FIBER ME5W
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
5000 PSI CONCRETE W1 2-143 REBAR,5
RIE35ON FOOTING
k4l PAVER DECK
04 BAR AT 12" ON CENTER
No/
24"
5 FT RETAINING WALL
RETAINING WALL 3000 PSI PJMP MIX CONCRETE
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN TWE POOL WALL AT NO
MORE THAN G" ON CENTER
114 BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REF105E IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO TWE
I To I AREA,
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL AREAS
STEEL TEX FORM HI
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE
CONSTRUCTED AT G" TPICKNE55-
0 5 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 11"
OR OTHERWISE SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
5WORIN& DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED By UNDERMINING DUE To ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
CONCRETE PAVER DECK
12"
5000 P51 CONCRETE W1 2-05 REBAR5
RIBBON FOOTING
W/ PAVER DECK
NOT 'VALID WITHOUT
SIDE WALLS EM50 E-- SEAL.
CONCRETE PAVER DECK
12"
5000 PSI CONCRETE W 2-03 REBAR5
RIBBON FOOTING
w PAVER DEcr, F E B 0 /2 018
FRONT WALL
3'-6" MIN, DISTANCE
LE55 THAN I ON I
STRINGER To BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR TAPCONS,TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
.USE 1/2" PLYWOOD 51�-IEETINO
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BACKFILL BEHIND SHORING' TO
PREVENT UNDERMINING OF
EX15TING STRUCTURE.
PROVIDE WEEP WOLE5 AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT'TO
CONSTRUCT ROUGH SPELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
AR<f=R MYNCPENBERG 4 A550C. INC
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1129 RIDGEk4OOD AVENUE HOLLY HILL FLORIDA 52111
(586) 611-689I FAX (586) 671-2114
TYPICAL
Rr=51DENTAL 51,-4/FOOL
DEVON FOR
5URF5IDf= FOOLS
515 BEACH BOULEVARD
JACKSONVILLE BEACH, FL. 32250
(104) 246-2666
STATE LICENSE OPCO44080
THIS 51ONED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
PARKER MYNOWENBER0, F.E. #32645 11 SHEET 4 OF 5
r-uD SET
#5 BAR AT 12" ON CENTER
05 BAR CONTINIOUS
STANDARD YARD
ELEVATION
BRICK PAVER
POOL BECK
56" TURNDOWN
HALL 3000 F151 PUMP MIX CONCRETE
ALUMINIUM SCREEN UFRIGPT
04 BAR CONTINIOUS
iw
POOL SPELL
O
STANDARD YARD ry
ELEVATION
*15 BAR AT 40" ON CENTER
WITH CELL FILLED WITH CONCRETE
DECK DRAIN
/ 4" POOL DECK
ALUMINIUM SCREEN UPRIOWT
05 BAR AT 40" ON CENTER
WITI-I CELL FILLED NITH CONCRETE
DECK DRAIN
/ 4" POOL DECK
A
6
C
00 lR\R//
1'-4"
ILI"
1--13"
10"
MO
48"
$15
40"
21-81,
101,
11-81,
101,
#5
48"
#5 BAR AT 12" ON CENTER
40"
3 -4"
BLOCK
WALL DETAIL
HALL 3000 PSI PUMP MIX CONCRETE
ALUMINIUM SCREEN UPRIOWT
05 BAR AT 40" ON CENTER
WITI-I CELL FILLED NITH CONCRETE
DECK DRAIN
/ 4" POOL DECK
ITER
ro PT RETAINING WALL
RETAINING WALL 3000 P51 FLIMP MIX CONCRETE
BOND BEAM HITP
1 $15 BAR
DOWELS
MAX SPACING
IF UNDER e' -O*'
f-1*5 REBAR 12" MAX SPACING
USE 04 REBAR IF UNDER G' -O"
\<
RETAINING HALL
P
A
6
C
10
1'-4"
ILI"
1--13"
10"
MO
48"
$15
40"
21-81,
101,
11-81,
101,
#5
48"
05
40"
3 -4"
12"
:2--0"
04 BAR AT 12" ON CENTER
#5
BLOCK
HALL DETAIL
WALL $000
FSI PUMP MIX CONCRETE
ITER
ro PT RETAINING WALL
RETAINING WALL 3000 P51 FLIMP MIX CONCRETE
BOND BEAM HITP
1 $15 BAR
DOWELS
MAX SPACING
IF UNDER e' -O*'
f-1*5 REBAR 12" MAX SPACING
USE 04 REBAR IF UNDER G' -O"
\<
RETAINING HALL
P
A
6
C
DOWELS TOP FOOTING
(0.0) (0.0)
1'-4"
ILI"
1--13"
10"
#5
48"
$15
40"
21-81,
101,
11-81,
101,
#5
48"
05
40"
3 -4"
12"
:2--0"
12"
#5
48"
#5
40"
4'
12"
2--0"
IV
05
46"
05
40ll
12"
2'-6"
--E7
05
48"
#5
40"4'-B"
5'- 4"
12"
23' 0"
L-
1"
z
2
#5
48"
#5
40"
67 1
EF
--
112" 1
#5
48" 1
015
-
40"
TYf=. RETAINING HALL DIMENSIONS