NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. CONCRETE CONRCTION DETAILS
. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. CONCRETE CONRCTION DETAILS
COLISEM BLVD. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. CONCRETE CONRCTION DETAILS
. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. CONCRETE CONRCTION DETAILS
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
. JOE RIVER DR.. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
CADET DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
COLISEM BLVD. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
. JOE RIVER DR.. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. MILLING & ASPHALT PLAN
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. PAVEMENT MARKING PLANS
. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. PAVEMENT MARKING PLANS
COLISEM BLVD. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. PAVEMENT MARKING PLANS
. JOE RIVER DR.. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. PAVEMENT MARKING PLANS
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. LANDSCAPING PLAN
. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. LANDSCAPING PLAN
COLISEM BLVD. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. LANDSCAPING PLAN
. JOE RIVER D. JOE RIVER DR. NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. LANDSCAPING PLAN
Typical Section #3 Typical Section #2 Typical Section #1 NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. TYPICAL CRO SECTIONS
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. DETAILS
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. DETAILS
1. PIPE MATERIAL TO BE HDPE DR11. 2. TOTAL LENGTH OF LOWERING SHALL NOT EXCEED 40 FEET FOR A SWABBED DISINFECTION CONNECTION. 3. AINLE EEL IFFENERS AND MEGALGS SHALL NOT BE SED ON HDPE; SE EF COPLINGS OR BTT FSION. 1. FOR SE ON 6" AND 8" WATER MAINS. 2. NEW WATER MAIN TO BE HDPE DR11. 3. TOTAL LENGTH OF LOWERING SHALL NOT EXCEED 40 FT FOR A SWABBED DISINFECTION CONNECTION. 4. AINLE EEL IFFENERS AND MEGALGS SHALL NOT BE SED ON HDPE; SE EF COPLINGS OR BTT FSION. ADAPTER TO EXIING PIPE ADAPTER TO EXIING PIPE MJ ADAPTOR MJ ADAPTOR Design Standards City tilities HDPE THR RERAINT HDPE THR RERAINT Manual SEE DETAIL W-60 SEE DETAIL W-60 PROPOSED ORM SEWER PROPOSED ORM SEWER NEW WATER MAIN Created: April 22, 2016 Scale: N.T.S. WATER MAIN LOWERING 22.5 FABRICATED BENDS MADE FROM BEND HDPE PIPE AROND CONFLICT INDOT NO. 8 DR9 HDPE LIMEONE BETWEEN PIPES INDOT NO. 8 LIMEONE BETWEEN PIPES HDPE THR RERAINT 18" MIN. HDPE THR RERAINT 18" MIN. SEE DETAIL W-60 SEE DETAIL W-60 Revised: November 8, 2016 MJ ADAPTOR MJ ADAPTOR EXIING PIPE EXIING PIPE ADAPTER TO ADAPTER TO W-63 (TYP.) 6" 8" (TYP.) 6" Design Standards 24" City tilities Manual 24" DIAMETER MAXIMM 35 7/16" 24" Created: January 1, 2002 Scale: N.T.S. PIPE NOTE: Reinforcing Steel Per AM C-890 Casting 2' x 2' Curb and Gutter Grate or 2' x 2' Alley Casting Pipe Connection Notes: Inlet and Outlet Pipes Shall Extend Through the Box Inlet Walls a Sufficient Distance to Allow for Placement of Grouting Material Around the Pipe Diameter Both Inside and Outside of the Structure Wall, Preventing Leakage Around the Pipes Outer Surface. Inlet and Outlet Pipes Shall Not Extend Through the Inlet or Manhole Wall to Such a Degree that Flow is Obstructed. Holes for Connections of Storm Sewer Pipes Shall be Preformed by the Manufacturer, or Field Cut or Drilled. At No Time Shall the Pipe Hole Exceed the Outer Pipe Diameter Plus Four-Inches (O.D. + 4"), to Ensure a Proper Connection is Achieved. Should the Contractor Elect to se Box Inlet Structures with Preformed Thin Wall "Knock-outs", the Balance of the "Knock-out" Area not Occupied by the Pipe Connection and All Remaining nused "Knock-outs" Shall be Filled with 4000 psi Class A Concrete to a Finished Wall Thickness Not Less Than Required by these Standards. The Annular Space Between the Pipe and the Box Inlet Wall Shall be Filled Inside and Outside with a Grout Mixture Composed of 2 parts of No. 23 Fine Aggregate and One Part Portland Cement. As an Alternative, Pipe Connections to Box Inlet tilizing an Approved Rubber Gasket Manufactured and Installed in Accordance with AM C 923 Will be Accepted. MAIC TYPE SEALANT 1/2" MINIMM THICKNE AND 4" 24" 24" PORED REINFORCED CONCRETE BASE MINIMM WIDTH 11" 2' X 2' INLET 35 7/16" Revised: October 30, 2015 PIPE R-32-1 EEL HEX BOLT, FLAT WASHER 1. AM A48-83 CLA 35B 2. ALL BEARING SRFACES TO NEENAH R-3010 W/GRATE TYPE A & ENVIRONMENTAL LETTERING/SYMBOLS INLET SHALL NOT BE PLACED AT ENTRANCE OF ANY ADA CERTIFIED RAMPS. BOLT CRB BOX TO FRAME & L. NT (KIT NO. 95572) 12" DMPING DRAINS TO RIVER NO W/ (3) 1/2"-13 X 2 1/2" Design Standards City tilities 22 13/16" 23 3/16" 35 7/16" Manual 24 1/8" 20 1/2" 24" 25" C A Created: January 1, 2002 Scale: N.T.S. 2' X 2' CRB AND GTTER CAING RAMP DOWN INLET 2" B B 8" 1/2" INLET 16 1/16" 1 1/2" RAD. 16 1/8" INLET 35 7/16" 23 3/4" 20 1/2" A "DMP NO WAE! DRAINS TO RIVER" MEAGE WITH FISH IMAGE REQIRED ON ALL CAINGS C SMOOTH TRANSITION TO BE MAINTAINED WHEN PLACING INLET WITHIN CRB RADIS. TYPE A GRATE 144 SQ. IN. OPEN AREA Revised: October 28, 2015 2" 5 " 4 7/8" (3) 5/8" WIDE BOLT SLOTS TY I C OF KE F - K I O RT ON WAY - GA N E I N D I A AN NEENAH FONDRY CO NO DMPING DRAINS TO RIVER VARIES TO 52" 12" 60" MAXIMM DEPTH. MADE IN SA NOTES: BE MACHINED FRAME AND GRATE 10 7/16" 5/8" RAD. 5/8" C-10-1 7" TY I C OF KE F - K I O RT ON WAY - GA N E TY I C OF KE F - KI O RT ON WAY - GA N E I N D I A AN I N D I A A N LOGO DETAIL 2 1/2" BOLT SLOT DETAIL 1 1/8" NOTES: GRATE SECTION C-C GRATE SECTION B-B FRAME SECTION A-A FRAME SECTION B-B NOTES: NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. DETAILS
NORTH ANTHONY BOLEVARD CRESENT AVE. TO COLISEM BLVD. TEMPORARY TRAFFIC CONTROL