HomeMy WebLinkAboutC500 - Site details5"6"CONCRETE PAVEMENT
ADJACENT MATERIAL - VARIES, SEE PLANS
BASE COURSE
SUBGRADE
1
2
3
4
1
2
3
4
6"1'-0"MIN.1'-0" DIA.2'-0" MIN1'-8" MIN. SEEGRADING PLAN4"2"5"
2.5"2.5"3" MINCOVERNOTES:
1.SUBMIT SHOP DRAWING FOR CAPSTONE FOR
ARCHITECT/ENGINEER'S APPROVAL PRIOR TO INSTALLATION.
2.WALLS ARE RADIAL, AS SHOWN IN PLANS. CAPSTONES OF
RADIAL WALLS SHALL BE RADIAL.
1'-9"
5"2"
#4 REBAR @ 12"
O.C. EACH WAY
STAINLESS STEEL DOWEL, 3/8" X 4",
EPOXY SET. 2 PER CAPSTONE
1/2" MORTAR SETTING BED
LIMESTONE CAP WITH CONTINUOUS 1/4" X 1/2" DRIP
EDGE, SLOPE CAP TO DRAIN TO PLANTING BED
1" MORTAR BACKFILL, 1/4" MORTAR JOINTS (1/2" MAX)
LIMESTONE VENEER,
·4" STONE, LENGTH VARIES 18" TO 36"
·1/2" DEEP CONCAVE MORTAR JOINTS
·S.S. FASTENERS, ONE PER EACH SQ. FT. OF FACE
·UNITS ARE PRECUT & DRESSED BEFORE DELIVERY TO SITE
·RANDOM COURSED ASHLAR WITH RANDOM BONDS ALL
SIDES
·PROVIDE VENEER TO COVER ALL 4 SIDES OF WALL,
CONTINUOUS JOINTS FROM COURSE TO COURSE ARE NOT
ALLOWED
·INTERLOCKING VENEER ON CORNERS
FINISHED GRADE, SURFACE VARIES: SEE GRADING
VENEER LEDGE
#4 CONT. @ 12' O.C. TOP & BOTTOM
#3 STIRRUPS @ 12' O.C.
POURED-IN-PLACE CONCRETE GRADE BEAM
POURED-IN-PLACE CONCRETE PIER @ 8'-0"
O.C. MAX, 2 PER WALL MIN
#3 HORIZONTAL TIES AT 10" O.C.
(4) #5 VERTICAL BAR PER CONCRETE PIER
COMPACTED SUBGRADE
PLANTING BED
1" MIN.CONCRETE PAVEMENT EXPANSION JOINT
EQ.
11' CURVED WALL
9"EQ.
EQ.
15'-0" CURVED WALL
INTERURBAN TRAIL CENTRAL PARK
EQ.9" HIGH, CUT ALUMINUM LETTERS, BARMENO
FONT, BLACK ANODIZED FINISH. STUD MOUNTED
TO WALL PER MANUFACTUERE'S
RECOMMENDATIONS WITH 1/2" STAND OFF.
PLANTING, REFER TO SHEET C-102
FINISH GRADE
CONCRETE WALK,
REFER TO DETAIL 7 MATCH STONE AND CAP FROM EXISTING WALL IN
CENTRAL PARK AT MONON CENTRAL TRAILHEAD3"± 9'±7'2'-3"2'-0"45°0'2'-6"1'-0"
24" x 36" x 3/4" FIBERGLASS PANEL
WITH GRAPHICS AND TEXT PROVIDED
BY OWNER
4" X 4" CEDAR POST. CHAMFER TOP AT
45° AND PROVIDE 3" WIDE METAL
CLEAT FOR ATTACHING PANEL.
FINISH GRADE
6"CLEAR STONE
CONCRETE FOUNDATOIN
EMBEDDED POST
4"
MIN., TYP.
4" X 4" X 1/4" WALL ALUMINUM
RECEIVER TUBE WELDED TO 3/16"
THICK ALUMINUM SIGN MOUNTING
PLATE. BACK OF GRAPHIC PANEL WILL
HAVE (6) THREADED INSERTS WITH
TAMPER-RESISTANT FASTENERS.
FASTENERS WILL NOT BE VISIBLE
FROM THE FACE OF PANEL.
TAMPER-RESISTANT SCREW THROUGH
SLEEVE MOUNT INTO CEDAR POST
BACK OF PANEL2'-0"3'-0"
23 7/8" X 35 7/8" X 3/16" SIGN
MOUNTING PLATE
FULLY WELDED RECEIVER
TUBE TO BACKPLATE
THREADED INSERTS
NOTE:
1.SIGN MOUNTING PLATE WITH
RECEIVER TUBE BY BELMONT
GRAPHIC, PORTLAND, IN
765.620.5900
WWW.BELMONTGRAPHICS.COM,
OR APPROVED EQUAL.
REINSTALL EXISTING WAYFINDING
SIGN. STAKE LOCATION FOR CCPR
APPROVAL PRIOR TO INSTALLATION.
LIMESTONE BOULDER 30" -60"
BASE COURSE
COMPACTED SUBGRADE
FINISH GRADE
GEOTEXTILE FABRIC
NOTES:
1.VERTICAL JOINTS BETWEEN STONES
SHALL BE OFFSET
2.CONTRACTOR TO SUBMIT BLOCK SAMPLE
SHOWING FULL COLOR RANGE OF
MATERIAL.6" TYP6" TYP 6" TYP
6"
MIN.4" MIN.A
B
C
D
A
B
C
D
E
E21
2"
D
4' MAX.
JOINT
SKATEBOARD DETERRENT
STONE CAP
PLAN VIEW
1/2 E.Q.
E.Q.
1/2 E.
Q
.
2"3/8"2"11
2"
SECTION
N.T.S.
SITE DETAILS
13618
C-500
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
CENTRAL PARK
CORNER TRAIL
CONNECTION
116th Street, 1600 Blok
Carmel, IN 46032
Carmel Clay
Parks & Recreation
Owner:
DATEREVISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
SCALE: 1" = 1'
CONCRETE PAVEMENT7
SCALE: 3/4" = 1'-0"
WALL SECTION2
SCALE: 1/2" = 1'-0"
WALL ELEVATION1
SCALE: 3/4" = 1'-0"
INTERPRETIVE SIGN4
SCALE: N.T.S.
EXISTING WAYFINDING SIGN6SCALE: 1" = 1'
BOULDER WALL5
SCALE: 3/4 = 1'-0"
SKATEBOARD DETERRENT3