HomeMy WebLinkAboutCS505 SITE DETAILS+/- 914.25 (SEE GRADING)
TOP OF PAVEMENT
913.50
TOP OF BOULDER
WATER SOURCE
BLOCK
WATER PUMP AT
GUARDRAIL
GUARDRAIL
CONCRETE
PAVEMENT
WATER TROUGH FOUNDATIONS
PER MANUFACTURER'S
RECOMMENDATIONS, TYP
2
CS505
WATER TROUGH FOUNDATIONS
PER MANUFACTURER'S
RECOMMENDATIONS, TYP
+/- 913.00 (SEE GRADING)
TOP OF PAVEMENT
WATER TROUGH FOUNDATIONS
PER MANUFACTURER'S
RECOMMENDATIONS, TYP
+/- 914.25 (SEE GRADING)
TOP OF PAVEMENT
913.50
TOP OF BOULDER
WATER SOURCE
BLOCK
2
CS505
913.50
TOP OF BOULDER
WATER SOURCE
BLOCK
2
CS505
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
4
CS504
NOTES:
1.DRAWINGS SHOW DESIGN INTENT. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.
2.CONTRACTOR TO PROVIDE POSITIVE DRAINAGE FROM WATER
PUMPS TO THE WATER SOURCE STONES. PROVIDE 1% MINIMUM
LONGITUDINAL SLOPE ON WATER TROUGHS.
3.PRODUCT BASIS OF DESIGN:
a.MANUFACTURER: GORIC
b.MODEL #:
·SMALL WATER TROUGH: 0-33250-000
·MEDIUM WATER TROUGH: 0-33252-000
·LARGER WATER TROUGH: 0-33254-000
·WATER PUMP: 0-33131-001
·NOTE: NOTED WATER TROUGHS SHALL HAVE
EXTENDED POSTS AS NECESSARY TO
ACCOMMODATE GRADES. WATER PUMPS TO HAVE
AN EXTENDED WATER SPOUT TO EXTEND BEYOND
THE GUARDRAIL.
c.GORIC PRODUCT REPRESENTATIVE:
·CONTACT: RYAN TOMPKINS
·WEBSITE: WWW.GORIC.COM
·EMAIL: RYAN@GORIC.COM
·PHONE: 617.744.0772
MEDIUM WATER
TROUGH W/
EXTENDED POSTS
LARGE WATER
TROUGH W/
EXTENDED POSTS
LARGE WATER
TROUGH
LARGE WATER
TROUGH W/
EXTENDED POSTS
SMALL WATER
TROUGH W/
EXTENDED POSTS
MEDIUM WATER
TROUGH W/
EXTENDED POSTS
MEDIUM WATER
TROUGH
LARGE WATER
TROUGH W/
EXTENDED POSTS
MEDIUM WATER
TROUGH
WATER SOURCE TROUGH & PUMP SYSTEM #3 (ADA ACCESSIBLE)
WATER SOURCE TROUGH & PUMP SYSTEM #2
WATER SOURCE TROUGH & PUMP SYSTEM #1
WATER PUMP AT GUARDRAIL,
WATER PUMP WHEEL FLIPPED
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
WATER PUMP AT
GUARDRAIL
GUARDRAIL
CONCRETE
PAVEMENT
4
CS504
WATERFALL SIDE
WATERFALL SIDE
WATERFALL SIDE
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
RETAINING WALL &
CLADDING, RE:
STRUCTURAL, AND
SHEETS CS508 AND
CS509
HILLSIDE
SIDE 3'-0" MIN3'-0" MIN3'-0" MINSTONE
MAINTENANCE
STRIP
HILLSIDE
SIDE
STONE
MAINTENANCE
STRIP
HILLSIDE
SIDE
STONE
MAINTENANCE
STRIP
2
CS503
9
CS506
6" MINTOPSOIL6" MINTOPSOIL6" MINTOPSOIL2
CS503
2
CS503
9
CS506
9
CS506
STONE BLOCK
PLAN
CL
CL
2"
MIN5.00'3.00'
BOWL SHAPE
SAWN INTO TOP
OF BLOCK,
SMOOTHED
FOUNTAIN PIPING
WITH ALUMINUM
DIFFUSER
NOTES:
1.WATER SOURCES BLOCK SIZES
INDICATED ARE APPROXIMATE, +/-1".
2.LIMESTONE BLOCKS SHALL BE
STANDARD GRADE, FULL COLOR BLEND,
AS APPROVED BY INDIANA LIMESTONE
COMPANY, OR APPROVED EQUAL.
3.CONTRACTOR TO SUBMIT BLOCK
SAMPLES SHOWING FULL COLOR RANGE
OF MATERIALS.
4.BLOCKS SHALL BE SET LEVEL.
5.DRAWINGS SHOW DESIGN INTENT.
CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR APPROVAL.
6.WATERFALL SIDE OF BLOCKS SHALL BE
1" LOWER THAN HILLSIDE SIDE, 1/CS505.
8"8"6"93
4"93
4"
20"6"VARIES,12" MAXRE: PLANS13
CS500
WWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
INDOT DENSE
GRADED
SUBBASE NO. 53
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
TRENCH DRAIN NOTES:
1.INSTALL TRENCH GRATE AND
FRAME PER MANUFACTURER'S
RECOMMENDATIONS.
2.PROVIDE SHOP DRAWINGS OF
TRENCH DRAIN FOR APPROVAL
PRIOR TO CONSTRUCTION.
3.NOTCH SIZE FOR FRAME IN C.I.P.
CONCRETE TRENCH DRAIN TO BE
COORDINATED WITH TRENCH
GRATE MANUFACTURER.1'-0"1'-0"
1
1
CONCRETE PAVEMENT,
PROVIDE THICKENED
EDGE A BACK OF CURB
ISOLATION (EXPANSION) JOINT
WITH 1/2" DIA X 12" LONG
SMOOTH STEEL DOWEL AT 24"
O.C., SLEEVE ONE END
20" WIDE TRENCH DRAIN - SECTION AT
CONCRETE PAVEMENT
20" WIDE TRENCH DRAIN - SECTION AT
RUBBER PLAY SURFACING
8
CS500
POURED-IN-PLACE RUBBER
SURFACE
1
CS506
30" WIDE TRENCH DRAIN - SECTION AT SPRAYGROUND
8"8"6"93
4"93
4"
30"VARIES,12" MAXRE: PLANSWWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
18" CA-7
GRANULAR
DRAINAGE
COURSE IN 6"
LIFTS
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
1'-0"
1
1
COLD JOINT, RE:
SPRAYGROUND
SEE SPRAYGROUND SHEETS
FOR ADJACENT PAVEMENT
SYNKO-FLEX WATERSTOP
BY HENRY CO.
#4 @ 12" E.W. TOP
8"4"5"6"6"4"5/8" DOWEL AT
1'-0" O.C. W/
SLEEVE AT ONE
END, 24" O.C.
13
CS500
HEAVY DUTY
CONCRETE PAVEMENT,
PROVIDE THICKENED
EDGE A BACK OF CURB
ISOLATION (EXPANSION)
JOINT WITH 6" SMOOTH
STEEL DOWEL AT 36"
O.C., SLEEVE ONE END
9
CS500
1'-0"1'-0"
1
1
6"6"WWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
INDOT DENSE
GRADED
SUBBASE NO. 53
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
6"6"
8"
8" WIDE TRENCH DRAIN - SECTION AT CONCRETE PAVEMENT
DEPTH VARIES, SEE
UTILITY PLANS
LIGHT DUTY ASPHALT
PAVEMENT
10
CS500
6"6"WWF 6X6-
W2.9 X W2.9
CENTERED,
EPOXY COATED
INDOT DENSE
GRADED
SUBBASE NO. 53
C.I.P. CONCRETE
TRENCH DRAIN
TRENCH GRATE DRAIN AND
FRAME, RE: SPECS
6"6"
10"
10" WIDE TRENCH DRAIN - SECTION AT ASPHALT PAVEMENT
DEPTH VARIES, SEE
UTILITY PLANS1'-6"SECTION
BOWL SHAPE IN TOP
OF BLOCK
DRILL HOLE TO
ACCOMMODATE PIPE
STONE BLOCK
2'-8"EQ.EQ.1'-11"2'-0"1'-6"WATER SOURCE PIPE,
SEE ARCHITECTURAL
DRAWINGS FOR PIPE
SIZE AND TYPE1'-0"ADHERE BLOCK TO
CONCRETE WITH PEG,
MORTAR OR THINSET
WATERFALL SIDE
SHALL BE 1/2" TO 1"
LOWER THAN
HILLSIDE SIDE
WATERFALL
SIDE
HILLSIDE SIDE
ALUMINUM DIFFUSER
SITE DETAILS
11640
CS505
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
DATEREVISSUED FOR
500 PARK BOULEVARD
SUITE 800
ITASCA, IL 60143
630.221.1212
www.williams-architects.com
WEST PARK:
THE CORE
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
65% REVIEW 04/20/2020
90% CONSTRUCTION DOCUMENTS 06/01/2020
100% REVIEW 06/19/2020
ISSUED FOR BID 07/14/2020
SCALE: 3/8"=1'-0"
WATER SOURCE SECTION1
SCALE: 3/8"=1'-0"
WATER SOURCE BLOCK2 SCALE: 1"=1'-0"
TRENCH DRAIN3