HomeMy WebLinkAboutCS502 SITE DETAILS2'-0" TYP
10'1'-6" TYP
WHITE PAINTED CROSSWALK MARKING, TYP
DIRECTION OF PEDESTRIAN TRAFFIC VARIES4"MIN.MAX = O.D. + 24"
BEDDING AND INITIAL BACKFILL:VARIES4"MIN.MAX = O.D. + 24"
O.D.1'12' O.D.12' O.D.O.D.
SATISFACTORY SOILS
BEDDING
NON-RIGID PIPE
(INCLUDING PVC, HDPE)
RIGID PIPE
(INCLUDING RCP)
FINAL
BACKFILL
INITIAL
BACKFILL
HAUNCHING
BEDDING
COMPACTED BACKFILL OR
PAVEMENT STRUCTURE
COMPACTED BACKFILL OR
PAVEMENT STRUCTURE
FLARED END SECTION
FLARED END SECTION
PLAN 1'5'-0" LENGTH 4' PLUS CULVERTDIAMETERSECTION 24" MIN.STONES TO BE ROUNDED COBBLE, NATURAL FIELDSTONE, GRADATION
SAME AS INDOT REVETMENT RIPRAP, CLASS 1. PLACE LARGER
STONES NEAR OUTLET TO DISSIPATE OUTLET WATER ENERGY.
CONSTRUCT 6" DEEP SWALE IN SUBGRADE
ALONG RIP-RAP CENTERLINE
PLACE STONES ON SIDE
SLOPE OF OUTLET
STONE ON SIDE SLOPES
GEOTEXTILE FILTER FABRIC
UNDER ALL STONE
SLOPE AS PER PLANS
PIPE INV. SEE PLANS
PIPE INV. SEE PLANS
TIE ENDWALL TO
NET PIPE
CUTOFF WALL AND
STRUCTURE AS SHOWN IN
DETAIL 2 ON SHEET CU500
SITE DETAILS
PROJECT NORTH
SCALE AS INDICATED
13202
CS502
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
NTS
CROSSWALK2NTS
DRAINAGE SWALE1
NTS
PIPE BEDDING3
NTS
STORM SEWER FLARED END SECTION AND RIPRAP4
NTS
CONCRETE FLARED END SECTION5
NTS
NPDES SWP3 POSTING BOX6
NTS
CONSTRUCTION ENTRANCE7
NTS
CONCRETE WASHOUT8
NTS
EROSION CONTROL BLANKET9
NOTE: PERFORATED
PIPE AND TRENCH
ASSOCIATED WITH
SWALE DETAIL NOT
TO BE INSTALLED.