HomeMy WebLinkAboutCU500 UTILITY DETAILSFLARED 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
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 UTILITY DETAILS
11640
CU500
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
ISSUED FOR CONSTRUCTION 09/10/2020
NOT TO SCALE
RIP RAP AT STORM SEWER FLARED END SECTION1
NOT TO SCALE
PIPE BEDDING (RCP, PVC, HDPE)7
DEBRIS GUARD3
NOT TO SCALE
CLEANOUT4
NOT TO SCALE
PRECAST CONCRETE END SECTION2
NOT TO SCALE
UNDERDRAIN BEDDING AND BACKFILL6
NOT TO SCALE
SANITARY CLEANOUT TYPE 2 - RETROFIT EXISTING5 NOT TO SCALE
TRENCH DETAIL FOR SEWERS AND WATER MAINS8
PER CITY STORMWATER RVW 09/21/2020