HomeMy WebLinkAboutCS500 SITE DETAILS6"2.5"112"1 WEARING COURSE
LEVELING COURSE
INDOT DENSE GRADE SUBBASE NO. 53
GEOGRID, TYPE IB
COMPACTED SUBGRADE
2
3
4
5
3
2
1
4
5 5"4"3"
MEDIUM BROOM FINISH
6"X6"WWF W2.9 AT MIDPOINT OF PAVEMENT
ADJACENT GRADE
INDOT DENSE GRADE SUBBASE NO. 53
COMPACTED SUBGRADE
1
3
4
5
1
2
3
4
5
2
2.THIS DISCLAIMER IS ON LAYER 0 = DELETE DISCLAIMER BEFORE PRINTING
6"
1/4" TOOLED CONTROL JOINT
TO 1/3 DEPTH OF PAVEMENT
CONCRETE PAVEMENT
1
2 1
2
1 CONCRETE PAVEMENT
TOOLED CONCRETE EDGE, 1 8" RADIUS
EXPANSION JOINT MATERIAL TO FULL DEPTH
2
2
1
2
CS500
3
3
1
2"
NOTE:
EXPANSION JOINTS SHALL BE LOCATED WHERE
CONCRETE PAVEMENT ADJOINS BUILDING FACE
AND WALLS WITH FROST FOOTINGS AND ALL
FIXED OBJECTS.
FINISH GRADE
2'-0" TURF SHOULDER,
5% MAX SLOPE
2'-0" TURF SHOULDER,
5% MAX SLOPE 10' TRAIL, MATERIAL VARIES
1.5% CROSS SLOPE
CONCRETE PAVEMENT
REPLACEABLE CAST-IN-PLACE TACTILE
WARNING SURFACE, 2X2 PANEL. INSTALL PER
MANUFACTURER INSTRUCTIONS.
PLATES SHALL BE LOCATED 2" MAXIMUM FROM
BACK OF CURB OR EDGE OF ROADWAY.
SEE PLANS FOR ADJACENT PAVEMENT TYPES
1
2
3
321
2"
MIN.2'-0"
3 2"
MIN.
DRIP LINE
TREE PROTECTION
FENCE
EXISTING GRADE
DIRECT BURIED POST
DRIPLINE
DIMENSION
VARIES
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
FLOW
FLOW
FLOW
12" DIA. TUBE
2'-0" OVERLAP
MIN.
PLAN VIEW - FLOW 45 TO 90° TO TUBE
PLAN VIEW - FLOW LESS THAN 45° TO
TUBE
SECTION VIEW
REPAIR DETAIL - TEAR GREATER THAN 12
INCHES
12" DIA. TUBE
2'-0" OVERLAP
MIN.
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)4'-0" (MIN.) HOOK4'-0" (MIN.) HOOK
FLOW
BACK-GROUT W/ TUBE
FILLER MATERIAL
2" x 2" x 36" WOOD STAKES
AT 10'-0" O.C. (MIN.)
12" DIA. TUBE
DRIVE STAKE 12" MIN.
EXISTING
SEDIMENT
CONTROL TUBE
NARROW TEAR
LONGER THAN 12"NEW FABRIC WRAPPED
AROUND TUBE AND TIED AT
DOWNSTREAM SIDE. EXTEND
NEW FABRIC A MINIMUM OF 12"
PAST EACH END OF TEAR
PLASTIC TIES
OR STITCHING
NOTES:
1.WHEN SEDIMENT CONTROL TUBE IS USED ON A PAVED SURFACE
CONCRETE BLOCKS SHALL BE USED TO SECURE SEDIMENT
CONTROL TUBE IN PLACE OF STAKING.
2.ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BEHIND THE
SEDIMENT CONTROL TUBE WHEN IT HAS REACHED A HEIGHT
EQUAL TO HALF OF THE TUBE HEIGHT.
3.SMALL HOLES OR NARROW RIPS LESS THAN 12" LONG MAY BE
STITCHED CLOSED USING PLASTIC ZIP TIES. LARGER RIPS SHALL
BE FIXED PER THE REPAIR DETAIL. HEAVILY DAMAGED SECTIONS
SHALL BE REPLACED ENTIRELY. MAINTAIN 2' MINIMUM OVERLAP
AT EACH END.
2'-0"±
LIMESTONE BLOCK SEAT
LEVEL LIMESTONE BASE TO
PREVENT MOVEMENT
1'-6"±NOTE:
1.LIMESTONE BLOCK SIZES
INDICATED ON PLANS ARE
APPROXIMATE. TOLERANCES WILL
BE 1"±, BASED ON AVAILABILITY OF
BLOCKS FROM SUPPLIER.
2.BLOCKS SHALL BE 3'-6" LENGTH
MIN.; 6'-0" LENGTH MAX.
3.LIMESTONE BLOCKS SHALL BE
STANDARD GRADE, FULL COLOR
BLEND, AS PROVIDED BY INDIANA
LIMESTONE COMPANY, OR
APPROVED EQUAL.
4.CONTRACTOR TO SUBMIT BLOCK
SAMPLES SHOWING FULL COLOR
RANGE OF MATERIALS.COMPACTED SUBGRADE4"INDOT DENSE GRADED
SUBBASE NO. 53 2"STABILIZED CRUSHED LIMESTONE
SITE DETAILS
PROJECT NORTH
SCALE AS INDICATED
13202
CS500
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
WEST PARK:
PERIMETER TRAIL
EXTENSION
DATEREVISSUED FOR
44 EAST MIFFLIN STREET
SUITE 500
MADISON, WI 53703
608.251.1177
www.smithgroup.com
2700 W. 116TH STREET
CARMEL, IN 46032
Owner:
CITY PERMIT REVIEW 08/23/2022
CITY PERMIT RESUBMITTAL 10/12/2022
SCALE: 1" = 1'
ASPHALT PAVEMENT1 SCALE: 1" = 1'
CONCRETE PAVEMENT2
SCALE: 1" = 1'
CONTROL JOINT3
SCALE: 1" = 1'
EXPANSION JOINT4
SCALE: 1" = 1'
TYPICAL TRAIL5 SCALE: 1" = 1'
DETECTABLE WARNING PLATES6 NTS
TREE PROTECTION7
NTS
SEDIMENT CONTROL TUBE8 NTS
LIMESTONE BENCH9 NTS
PEDESTAL MOUNTED FLASHING BEACON (CITY OF CARMEL STANDARD DETAIL)10
NOT TO SCALE
SILT FENCE11
NOTE:
DETAIL PROVIDED BY CITY OF CARMEL.
INSTALL CROSSING IN COMPLIANCE
WITH CITY STANDARD DETAILS AND
MANUFACTURER
SPECIFICATIONS. PROVIDE TRAFFIC
CONTROL FOR CROSSWALK AND
SIGNAGE INSTALLATION/