HomeMy WebLinkAboutAS1.1 SPLASH PAD SPRAY ZONE PLAN903.0911.0909.4907.8906.2904.6905
4
11
3
D
EJ
EJ
EJ
CJ
CJ
CJ
CJ
E1
E3
E1
1
AS3.1
1
AS3.1
D
D
E3
E2
E1
C
C
C
C
E2
C
A
A
1
4
4
7
15
15
15
16
16
1
9
ABOVE
1
6
AS3.1
4
AS3.1
4
AS3.1
R 14'-7"17'-5 3/4"R 1 2 '-0 "2'-10"4'-11"1'-4"5'-2"17'-11"0'-9"33'-7"2'-8"28'-5"7'-4"1'-6"35'-4"8'-5" 7'-8" 6'-11" 3'-5" 2'-10"
R 7'-0"
WORK POINT - SEE
SITE DRAWINGS
5'-8" 4'-2" 5'-1"
20'-11" 9'-2" 20'-10"
B
2
EJ
3
AS3.1
6
6
6
5
5
14
14
4
17
12
12
12
EJ
18
8"
8
"
A
A
R 22'-0"
19
10'-0"5'-0"1'-4" 3'-8" 12'-6"
TYP.
2'-6"
TYP.
5'-0"1'-2" 8'-2"TYP.5'-0"8'-6" 16'-0"
9'-5"
7'-6"8"125'-1"68'-4"
1
AS3.1127'-5"
4'-0"
4.0°8'-10"3'-10"3'-8"3 '-1 0 "
5.0°
4
AS3.1
4
AS3.1
4
AS3.1
7
CS501
SIM.
8
ABOVE
8
ABOVE
8
ABOVE
8
ABOVE
3
CS505
12
20
20
1'-5"R 1 0 '-1 0 "2 0 '-4 "
2'-
1
0
"R 26'-0"21
1. WALL CLADDING. REFER TO SITE DRAWINGS.
2. CONSTRUCTION JOINT CENTERED UNDER BRIDGE.
3. DECK TRENCH DRAIN. REFER TO SITE DRAWINGS
4. APPROXIMATE LOCATION OF WATER FEATURES WITH ACTIVE WATER
OVER WALL CLADDING. REFER TO SITE DRAWINGS.
5. BELOW GRADE.
6. BOULDER SCRAMBLE. REFER TO SITE DRAWINGS.
7. (10) MIST INCORPORATED IN WALL CLADDING.
8. WATER SOURCE BLOCK, REFER TO SITE DRAWINGS. CONFIRM
LOCATIONS AND ORIENTATION WITH WALL CLADDING AND
STRUCTURAL WALL.
9. (10) NOZZLES INCORPORATED IN WALL CLADDING.
10. WATER SOURCE TROUGH AND PUMP SYSTEM. REFER TO SITE
DRAWINGS.
11. BRIDGE. REFER TO CIVIL DRAWINGS.
12. SITE DECORATIVE CONCRETE PAVEMENT. REFER TO SITE
DRAWINGS.
13. IN-GROUND VALVE BOX. VERIFY EXACT LOCATION WITH ARCHITECT.
REFER TO DETAIL 8/AS3.1.
14. STRUCTURAL WALL. REFER TO SITE AND CIVIL DRAWINGS.
15. DECK COLOR 1.
16. DECK COLOR 2.
17. DECK COLOR 3. MATCH COLOR, PRODUCT AND TEXTURE OF SITE
DECORATIVE CONCRETE PAVEMENT. REFER TO SITE DRAWINGS.
18. 6" CURB. REFER TO SITE DRAWINGS.
19. ACTIVATOR FOR LOW BUBBLERS. DECK MOUNTED.
20. YARD HYDRANT. REFER TO SITE PLUMBING DRAWINGS.
21. REFER TO DETAIL 7/AS3.1 FOR MISTEE JET FOUNDATION.
SPLASH PAD KEYNOTES
A. THE DIMENSIONS OF THE POOL DECK SHALL COMPLY WITH INDIANA
SWIMMING POOL CODE REQUIREMENTS:
675 IAC 20-1.1 GENERAL PROVISIONS AND DEFINITIONS
675 IAC 20-2 PUBLIC SWIMMING POOLS
675 IAC 20-5 WATER ATTRACTIONS
B. 8" CONC. SLAB W/ #4 REINFORCING BAR @ 12"X24" ON 15 MIL VAPOR
BARRIER ON 18" MIN. CA-7 GRANULAR DRAINAGE COURSE IN 6" LIFTS.
PROVIDE A NON-SLIP LIGHT BROOM FINISH. REFER TO DETAILS ON
SHEET AS3.1.
C. THE MAXIMUM SLOPE OF DECKS SHALL BE 1/2" PER FOOT WITH A
MINIMUM SLOPE OF 1/8" PER FOOT.
D. DENOTES PLAY FEATURE AND/OR EQUIPMENT. REFER TO
PRODUCT LEGEND AND SP SHEETS FOR SPLASH PAD EQUIPMENT
LOCATION AND DETAILS.
E. POOL DECK YARD HYDRANTS SHALL BE PROVIDED FOR CLEANING
ALL PARTS OF THE POOL DECK. REFER TO PLUMBING DRAWINGS.
F. POOL EXPANSION JOINT (EJ). 1/2". HAND TOOLED. REFER TO DETAIL
1/AS3.1.
G. POOL DECK CONTROL JOINT (CJ). HAND TOOLED. MAX SPACING
15'X15'. REFER TO DETAIL 2/AS3.1.
SPLASH PAD GENERAL NOTES
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
11640
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
3030 W. 116TH STREET
CARMEL, IN 46032
Owner:
12/31/2021 10/31/2021
ALL ARCHITECTURAL SHEETS
AS1.1
SPLASH PAD
SPRAY ZONE PLAN
SCALE: 1/8" = 1'-0"1SPLASH PAD PLAN
0'4'8'16'
PRODUCT LEGEND
MARK WATER FEATURE QTY
A LARGE GEYSER 4
B MISTEEE JET 5
C MEDIUM GEYSER 5
D LOW BUBBLER 16
E1 WATERPLAY SAND STONES. #0002-9602 3
E2 WATERPLAY SAND STONES. #0002-9603 2
E3 WATERPLAY SAND STONES. #0002-9607 2
90% CONSTRUCTION DOCUMENTS
65% REVIEW 04/20/2020
NORTH
06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
.
ISSUED FOR REV DATE
DESIGN DEVELOPMENT 02/05/2020
07/14/2020