0FOUNTAIN JET TYPICAL (6 TOTAL)
SEE DETAIL 08/C501 FQR LAYOUT
4" THICK POURED CONCRETE SLAB EPDXY POOL COATING ON ALL
6 x 6 W1,4 x W1.4 W.W.F. EXPOSED POND SURFACES.
-1/2" EXPANSION JOINT W/
25'-0" PREFORMED EJ FILLER.
WATERSTOP CONTIN.
WATER LEVEL = 832.50
2'-6"
#4 ® 24" O.0
DOWELS TIE TO MESH.
I
1/2" EXPANSION JOINT W/
PREFORMED EJ FILLER.
a WATERSTOP CONTIN. -
__ -1 f I=1 11=1 11
. 4 °° I I I- - °' EPDXY POOL COATING ON ALL
i . 1 4 __J
1=111=1 I I=I 1=1 11-1 I -I I jI
1=1 i II-=I I. EXPOSED POND SURFACES.
8 THICK PWREI - I
in 24 q I- CONCRETE WALL = a a
• a p� I i=1 11=1 11{ �{ � I #4 0 12" O.C.-----
II' I°
11-I 12'-a•- #4DOWEL ® `. 4.11. ,,' 6 x 6 W1.4 x
I i=� I I (� h to I� 24„ O.C. q 2 CLR. W1.4 W.W.F.
#4 ® 12" WELL -COMPACTED
a I I=I 11= O.C. HORIZ. _ 00 SUBGRADE UNDER
4 I l i-1 I �-• AL POND BASINS.
-
4" & 6" WATER SUPPLY LINES , ' `•
FROM EQUIPMENT VAULT, SEE a .
i=1 PIPING SCHEMATIC SHEET C401. a d da ' O
-Iii- -,
p p o.'• ,., a 1{ (3) - #5 CONT. e. ,f.•° 4• e. 9 .e • d
p `a a •
3� GLR° „ a tl•. - .' 3
=1 I i=1 I #4 0 16 O.C.
2 -0'I�11I -=1 I - --i CONCRETE FOOTING
CONCRETE TE Fou
N
TA
IN #1 PEDESTAL DETAIL
NTS
4" THICK POURED CONCRETE SLAB
#4 @12" O.C. EA.
WAY 0 SLAB
25'--O"
- a d A a
�.'. a� �-,-..., � I -III --I , �,--I I 1-i •i��l-i l l-
a
2" CLR. � ' •�� � ', I ; i I 1=1 I 1=I � I � . ,111.1 I i
�i II I III-
F1
C501
FOUNTAIN JET TYPICAL (6 TOTAL)
00
SEE
DETAIL/
08/C501 1 F R LAYOUT
EPDXY POOL COATING ON ALL
EXPOSED POND SURFACES.
1/2" EXPANSION JOINT W/
PREFORMED EJ FILLER.
WATERSTOP CONTIN.
WATER LEVEL = 832.50
2'-6-
#6 ® 24" O.c.
DOWELS TIE TO SLAB BARS.
1 I--' 1 111..1 111 2" CLR.
SII-= I_ °"
-11'''
Q0
q ..
8„ I
00
8" THICK POURED ----a. q., 1/2" EXPANSION JOINT W/
CONCRETE WALL PREFORMED EJ FILLER.
#6 0 12" O.C. VERT a ,
WATERSTOP CONTIN.
EPDXY POOL COATING ON ALL
EXPOSED POND SURFACES.
217
#4 DOWEL ® ' • a ° d
24" O.C, 2'-4"
q • d
#4 ® 12" 2" CLR. 6 x 6 W1.4 x
W1.4 W,W.F.
O.C. HORIZ. III=11 ' l-
WELL
a 00
lh- 11-_ I SUBGRADE UNDER
-^ ALL POND BASINS.
4" & 6" WATER SUPPLY LINES d
FROM EQUIPMENT VAULT. SEE III=
PIPING SCHEMATIC SHEET 0401. ii 11 I .' . ' ° : 4a ' o
d, ,.d •.a, ° 4
(3) - #5 CONT, ° • a
#4 @ 16" O.C.
2t -O"
12" THICK POURED
CONCRETE FOOTING
ALTERNATE CONCRETE FOUNTAIN #2 PEDESTAL DETAIL 10
(IF ADD ALTERNATE #3 IS ACCEPTED)
NTS
4" THICK POURED CONCRETE SLAB
6 x 6 W1,4 x W1.4 W.W.F.
25'-0"
ter'
I==!_ _I=i 11= ! I 1=I ',
1=1 l 1=III=iii ; I I F=11=1 I I-
4
4
° tl I -III --111-11
FOUNTAIN JET TYPICAL (6 TOTAL)
SEE DETAIL 08/C501 FOR LAYOUT
EPDXY POOL COATING ON ALL
EXPOSED POND SURFACES.
1/2" EXPANSION JOINT W/
PREFORMED EJ FILLER.
WATERSTOP CONTIN.
WATER LEVEL = 832.50
2--6°
71
DOWELS TIE TO MESH.
°• .:�=1III.IIi,4 111; o
_I
'8
8" THICK POURED EPDXY POOL COATING ON ALL
CONCRETE WALL EXPOSED POND SURFACES.
e e
�- #4 @ 12" O.C. a ': M'ASONRY 'rBOLTSLI BRACKET. 0 WALL.
:q 4.
a I lei _ ,III PVC POND LINER -�
a a 2" CLR.
#4 0 12" - WELL -COMPACTED
I SUBGRADE UNDER
Q.C. HORIZ.
111!114 Q ALL POND BASINS.
.4
' IIS
q
4" & 6" WATER SUPPLY LINES -III -0 . '.- • "
FROM EQUIPMENT VAULT. SEE I I1-- ' 'aa ,•d
'o
° e I I I! I PIPING SCHEMATIC SHEET C401 I I I II I Q 4a ' o
a :•� 9 ..
#5 CONT. d `„
• 6 •
o •. . p o� p =111-.1
3!a CLR•. • a .. °•. -...
_ - =.1 1 1=1 � , #4 ® 16 O.C.
l I=1 I IjIIII 11111=i 111 �I 12" THICK POURED 2 -o'
-I ; II CONCRETE FOOTING
CONCRETE FOUNTAIN #2 PEDESTAL DETAIL
NTS
CAST STONE COPING JOINTS CAST STONE
ANGLE IRON WITH STUD 3/8" STEEL BEAM
3/16" WELD TYP. OVERFLOW INLET
n b :1'.
°.
q ,WATER .LEVEL
POURED CONCRETE OVERFLOW BOX
AT POND WALL: ELEVATION
NTS
06
C501
2'-0" WIDE CAST STONE CAP. 1/2" PREFORMED
EXPANSION JOINT,
3/8" STEEL BEAM. SEE DETAIL 05 & 06/C501. CONCRETE PAVER WALK.
" 2'-0" x 3'-0" x 1/4" SEE DETAIL 02/C501.
2t -O" STAINLESS STEEL PLATE. a�/
WATER 00 _ • „ � ••--- --� • ....•.•y� II � <r � - _ d, 4. .� ::
3 a '...� y .q. v. 4 `d
LEVEL e I q.- d.
832.50 '', a o 0 000
e
�' o o 0 00
d °o
°' ° `• d e �o o 300 °0
I I -.v. II I Ii
Q d
10" .6°"° ;1y-6„
d ' I EPDXY POOL COATING
d a.
ON AL EXPOSED
WATERSTOP CONCRETE SURFACES.
a
CONTIN.
.e
. a4 q a d .a a di d
WATERSTOP TYP.
-I I I � " ' q• � a• I I --- � I I III-- I � I III- 8 DIA PIPE, SEE SWEET C201
FOR LENGTHS & SLOPE.
POOL WALL. SEII-
6" POURED CONCRETE BASE
DETAIL 03/C501. WELL -COMPACTED SUBGRADE
8" DIA PVC DRAIN PIPE SLIDING METAL GATE VALVE.
OVERFLOW BOX WITH POND DRAIN
AT POND WALL: SECTION 0�7
C501
N'S
25'-0"
EQUAL
EQUAL
�- POURED CONCRETE
FOUNTAIN PEDESTAL.
SEE DETAIL 09, 10 & 11 /C501.
�-- N-152 GEYSER NOZZLE
OR APPROVED EQUAL.
SEE SHEET C402 (5 PER
FOUNTAIN, 10 TOTAL).
EAC -3006 CASCADE
NOZZLE OR APPROVED
EQUAL. SEE SHEET
C402 (1 PER FOUNTAIN
2 TOTAL).
II I
I I I 1 4" PIPE FROM EQUIPMENT VAULT
! I I I 6" PIPE FROM EQUIPMENT VAULT
TYPICAL FOUNTAIN JET LAYOUT
AT PEDESTAL: PLAN VIEW 08
3/10„ = 1,-0»
C501
NORMAL WATER LEVEL NORMAL WATER
EPDXY POOL COATING
ON ALL EXPOSED POND
SURFACES.
4" THICK POURED
CONCRETE SLAB
I 6x6W1.4x
N W1.4 W.W.F.
A
j i 'd d tl M
o
111--1 11 -
WELL -COMPACTED SUBGRADEIII-
' I I.
PVC LINER CONNECTION AT
2" x 1/4" STAINLESS
STEEL BRACKET CONTIN.
MASONRY BOLTS INTO
WALL.
PVC POND LINER
CONCRETE POND FLOOR 01
SCALE: 1 /8"
CONCRETE PAVERS TYP. PROVIDE 1/4" TOOLED JOINT AND
1 1/2" SAND SETTING BASE -- SEAL USING A BUTYL SEALANT.
POURED CONCRETE SLAB TYP. GROUT CAP IN PLACE
6" #53 STONE BASE
11/2" DIA. x 6" SS DOWELS ---
(2 PER STONE)
FINISH GRADE PROVIDE WEEP HOLES ®24" O.C. CAST STONE CAP TYP.
12'-O" Lo
8,_OI, 2,-O"
2'-O"
' •• � fr`,,Pi � a�'rC���r-ss ��,r°ea'�dy/'. 3, E' ....6 �?"�. °,.s/�`y !'' '.F' .�C, : •s`e. � e?!�" � .`�','����.a}�.i �
•e e ,®°'a, "'.`' /r'.yr, s o:•`"✓+''s' r;kC i'' ;-rc'` r f .l , ap ,..-r a
tl•
a a
. .. ,e a ;; �.;. ;1!;s- ","!«;'i; ", « ."Fw�a`.`. .,. ..i,'•�.r',•j ;',,,.:. 1;, it �C .f,.J:.:,".y:: e''.F• iy:i:''?',.�i:>s-=i;.: ....
doe q. ..e a. '4'
A
d ,° •. e
a
-I
0II --I 0I0I-
-oIi Io00
-�IOIT II I (0� 0I 0!I 0 I 00-0I I0-IIoII 0I�f l ! I o1o1--i t
I-
-oIIo
I°
00000cp0o� 01 1 000
)()00(-) �°Io
II_-oQN
oopo° o
e
• . a ,-
da4
e �,'°•:.
'
a,
STOP POOL 0 0°o�°Oo��o
o °a° °ohoao oo o
Oo o� ooooo-11-1 1 COATING AT
THIS POINT
EXPANSION JOINT
POURED CONCRETE POOL
6 x 6 W1.4 x W1.4 W.W.F. WALL, SEE DETAIL
03/C501, a.e•°
DE SUBGRA4e
EPDXY POOL COATING ON
ALL EXPOSED POND SURFACES.
CONCRETE PAVER WALK DETAIL
o2
NTS
GROUT CAP IN PLACE
CONCRETE PAVERS, SEE DETAIL. -
1 1/2" SAND SETTING BASE.
4" THICK POURED CONCRETE SLAB
6 x 6 W1.4 x W1.4 W.W.F.
C501
- CAST STONE CAP TYP.
PROVIDE 1/2" DIA. x 6" SS DOWELS (2 PER STONE)
GROUT CAP IN PLACE
2'-0"
PROVIDE 1/4" TOOLED JOINT AND
00.
SEAL USING A BUTYL SEALANT.
STOP POOL COATING AT THIS POINT.
WALK SURFACE - - 533.17gL
n".r.' .'ri •,: <•';�••:d..'.c'�• 100
a >: a e d • WATER LEVEL = 832.50
-o °0 0 000 d oo�p� o conn
coo #4 ® 24" O.C. -2�6-
00o rr�� foo o8apo'� o�oopc�Jo poo g ° DaWELS TIE TD MESH. 12-0
0 0 a ° 0 o aa° O0 a°° 0 o O
Q44 : a EPDXY POOL COATING
I -I ON ALL EXPOSED POND
o SURFACES.
6" STONE BASE I -I I u " _ e 1/2'
EXP. 4" THICK POURED
4-' JOINT WITH CONCRETE POND BASE.
1/2" EXPANSION JOINT W/ -I
Drawn By
Checked i3y
PREFORMED
� \
J
Q
_
\
_
°
EJ FILLER.
f
N ^N
Q
CY
72°
I=I
•
\
CONTIN.
it it
I ll
�- POURED CONCRETE
FOUNTAIN PEDESTAL.
SEE DETAIL 09, 10 & 11 /C501.
�-- N-152 GEYSER NOZZLE
OR APPROVED EQUAL.
SEE SHEET C402 (5 PER
FOUNTAIN, 10 TOTAL).
EAC -3006 CASCADE
NOZZLE OR APPROVED
EQUAL. SEE SHEET
C402 (1 PER FOUNTAIN
2 TOTAL).
II I
I I I 1 4" PIPE FROM EQUIPMENT VAULT
! I I I 6" PIPE FROM EQUIPMENT VAULT
TYPICAL FOUNTAIN JET LAYOUT
AT PEDESTAL: PLAN VIEW 08
3/10„ = 1,-0»
C501
NORMAL WATER LEVEL NORMAL WATER
EPDXY POOL COATING
ON ALL EXPOSED POND
SURFACES.
4" THICK POURED
CONCRETE SLAB
I 6x6W1.4x
N W1.4 W.W.F.
A
j i 'd d tl M
o
111--1 11 -
WELL -COMPACTED SUBGRADEIII-
' I I.
PVC LINER CONNECTION AT
2" x 1/4" STAINLESS
STEEL BRACKET CONTIN.
MASONRY BOLTS INTO
WALL.
PVC POND LINER
CONCRETE POND FLOOR 01
SCALE: 1 /8"
CONCRETE PAVERS TYP. PROVIDE 1/4" TOOLED JOINT AND
1 1/2" SAND SETTING BASE -- SEAL USING A BUTYL SEALANT.
POURED CONCRETE SLAB TYP. GROUT CAP IN PLACE
6" #53 STONE BASE
11/2" DIA. x 6" SS DOWELS ---
(2 PER STONE)
FINISH GRADE PROVIDE WEEP HOLES ®24" O.C. CAST STONE CAP TYP.
12'-O" Lo
8,_OI, 2,-O"
2'-O"
' •• � fr`,,Pi � a�'rC���r-ss ��,r°ea'�dy/'. 3, E' ....6 �?"�. °,.s/�`y !'' '.F' .�C, : •s`e. � e?!�" � .`�','����.a}�.i �
•e e ,®°'a, "'.`' /r'.yr, s o:•`"✓+''s' r;kC i'' ;-rc'` r f .l , ap ,..-r a
tl•
a a
. .. ,e a ;; �.;. ;1!;s- ","!«;'i; ", « ."Fw�a`.`. .,. ..i,'•�.r',•j ;',,,.:. 1;, it �C .f,.J:.:,".y:: e''.F• iy:i:''?',.�i:>s-=i;.: ....
doe q. ..e a. '4'
A
d ,° •. e
a
-I
0II --I 0I0I-
-oIi Io00
-�IOIT II I (0� 0I 0!I 0 I 00-0I I0-IIoII 0I�f l ! I o1o1--i t
I-
-oIIo
I°
00000cp0o� 01 1 000
)()00(-) �°Io
II_-oQN
oopo° o
e
• . a ,-
da4
e �,'°•:.
'
a,
STOP POOL 0 0°o�°Oo��o
o °a° °ohoao oo o
Oo o� ooooo-11-1 1 COATING AT
THIS POINT
EXPANSION JOINT
POURED CONCRETE POOL
6 x 6 W1.4 x W1.4 W.W.F. WALL, SEE DETAIL
03/C501, a.e•°
DE SUBGRA4e
EPDXY POOL COATING ON
ALL EXPOSED POND SURFACES.
CONCRETE PAVER WALK DETAIL
o2
NTS
GROUT CAP IN PLACE
CONCRETE PAVERS, SEE DETAIL. -
1 1/2" SAND SETTING BASE.
4" THICK POURED CONCRETE SLAB
6 x 6 W1.4 x W1.4 W.W.F.
C501
- CAST STONE CAP TYP.
PROVIDE 1/2" DIA. x 6" SS DOWELS (2 PER STONE)
GROUT CAP IN PLACE
2'-0"
PROVIDE 1/4" TOOLED JOINT AND
00.
SEAL USING A BUTYL SEALANT.
STOP POOL COATING AT THIS POINT.
WALK SURFACE - - 533.17gL
n".r.' .'ri •,: <•';�••:d..'.c'�• 100
a >: a e d • WATER LEVEL = 832.50
-o °0 0 000 d oo�p� o conn
coo #4 ® 24" O.C. -2�6-
00o rr�� foo o8apo'� o�oopc�Jo poo g ° DaWELS TIE TD MESH. 12-0
0 0 a ° 0 o aa° O0 a°° 0 o O
Q44 : a EPDXY POOL COATING
I -I ON ALL EXPOSED POND
o SURFACES.
6" STONE BASE I -I I u " _ e 1/2'
EXP. 4" THICK POURED
4-' JOINT WITH CONCRETE POND BASE.
1/2" EXPANSION JOINT W/ -I
Drawn By
Checked i3y
PREFORMED
K1F
A'li. JI
PREFORMED EJ FILLER.
_
-I
_
°
EJ FILLER.
COMPACTED SUBGRADEIII-.
WATERSTOP
8" THICK POURED I
I=I
•
CONTIN.
CONCRETE POND WALL
a :4
d
#4 0 12" D.C.
2'-4"
#4 DOWEL ® 24" O.C. 10"
#4 @ 12" O.C. HORIZ.
a'
°III
- 00
q
12" THICK POURED
ee.
CONCRETE FOOTING
2" CLR.
#4 ® 16" O.C.
`
.Ga°*'
a
(3) - #5 CONT.
.:
° a f
"-
d
4.
2'-O„
POURED CONCRETE
POND WALL
NTS
2'-0" WIDE CAST STONE CAP.
4-#3 x 4'-8" 3/8" STEEL BEAM. SEE DETAIL 05 & 06/C501.
6-#3 x 1'-8" �2'_0„
i-- 6 x 6 W1,4 x W1,4 W.W.F.
WELL -COMPACTED SUBGRADE
UNDER ALL POND BASINS.
03
C501
2'-0" x 3'-0" x 1/4"
STAINLESS STEEL PLATE.
1/2" PREFORMED
EXPANSION JOINT.
CONCRETE PAVER WALK.
SEE DETAIL 02/C501.
WATER 00 3„ --- 7-� ---}r} A a 4 A � $ DD'NELS
LEVEL d ea ° I ,� '! 4CLR01.
'
�.
832.50 o 0.0 ---)000
po • •, •e. tl q CaN l
WATERSTOP ° ' .• ooO OO ° O°BOO
kk I
#4, 0 ',1 . 00
O.C.11HORIZ
g„.° e =10" 6 °1-6" 4` #4 C 12" O.C. HORIZ.
N a :. a' a •. ,. e.
#4 ® 12" O.C. VERT.
EPDXY POOL COATING
WATERSTOP 4„ d 4" ON ALL EXPOSED
I-� I CONCRETE SURFACES.
CONTIN. : °a, :.
1 d•
• .. (j�- d � ' a d: III • '
d q
WATERSTOP TYP.
° I 6" DIA PIPE. SEE SHEET C201
I -I
FOR LENGTHS & SLOPE.
6" POURED CONCRETE BASE
4- #5 EA. WAY
WELL -COMPACTED SUBGRADE
POND WALL. SEE DETAIL 03/C501.
POURED CONCRETE OVERFLOW BOX
AT POND WALL: SECTION 04
C
NTS 501
Architecture
Engineering
Interiors
Landscape Architecture
Land Surveying
Corporate Office
280 East 98th Street
Suite 200
IndWa oils, Indiana 46240
317.848.7800
FAX 317.574.0957
GCopyright 2001
Owner/Contractor/Consuitant:
Scope Dra*,W
These drewincis indicate the general scope of the project
in terms of amKitecturai design concept, the dimensfons of
the building, the major architectural elements and the type
of structural, mechanical, and electricai systems.
Thedrawings do not necessarily indicate or describe all
work requ d for full performance and completion of the
requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for the
proper execution and completion of the work.
Project:
Carmel. City
Center
Reflecting Pond
City Center
Drive IS
3rd Avenue
Carmel, IN
Drawing Title:
SITE I
DETAILS 11
Issue Description:
Bids &
Construction
Revfaions:
issue Dole
Drawn By
Checked i3y
09�1l.01
49-97-Oi
NR
KTF
K1F
A'li. JI
0
issue Dole
Drawn By
Checked i3y
09�1l.01
49-97-Oi
NR
KTF
K1F
A'li. JI
Certified By.
Drawing Number:
C501
Project Number:
20507