HomeMy WebLinkAboutCivil Plans 4.8.19 1311"PAVED AREA INLET TYPE "A"
22"X22"
6" (TYP.)VARIES16" MIN.CLASS "A" CONCRETEDIA.SECTION VARIES(4.0' MAX.)DIA.INLET SET ON 6" BASE OF
#8 STONE OR #2 STONE
1.STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL
TOUCHED BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA
REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE
PRECAST BOX.
2.A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST
BOX INLET.
3.REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
6" (TYP.)8"T.O.C. ELEVATION E.J. 5250
NEENAH R-3405
OR EQUAL
NOTES
1.6" CONCRETE PRECAST OR
POURED IN PLACE.
2.REFER TO BEDDING DETAIL AS
REQUIRED
E.J. 5250
NEENAH R-3405
OR EQUAL
14 W180605-C602 DRAINAGE DET - C602w180605-C602 drainage detSLOPESLOPESLOPE
6" CONCRETE SLOPE3'-6"3'-6"3'-6"3'-6"
"DUMP NO WASTE-DRAINS TO WATERWAY"
PAVEMENT
PIPE SIZES 12" TO 15"(NO SCALE)
6"6"6"6"℄
℄
REQUIREMENTS FOR ALL STORM SEWER BENCHWALLS
BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER
HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE
OR BOX INLET. THE BENCH WALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM
HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO
FORM A "U" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM ½-INCH PER FOOT SLOPE
TO THE MANHOLE WALL.
WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE-CAST
BASE, IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION
THAT THE BOTTOM OF THE FLOW CHANNEL MAY BE FORMED FROM THE BOTTOM OF
INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1)
INCH.
FOR CAST-IN-PLACE FLOW CHANNELS, THE BOTTOM INVERT OF ALL PIPES ENTERING A
MANHOLE SHALL BE AT LEAST THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO
THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE INSTALLED AND
SHAPED.
FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL
BE SHAPED, AS SPECIFIED HEREIN, AS IF IT WERE A NEW MANHOLE OR BOX INLET
STRUCTURE.
SPECIFICATIONS FOR ALL STORM SEWER CASTINGS
ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING,
DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED
LETTERS AT A MINIMUM OF 1" IN HEIGHT. IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE
CAST WITH THE LETTERS.
REV A7001-110-144DWG NO.1 OF 1SHEETNTSSCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH STANDARD GRATE
QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
1-23-06DATE
EBCDRAWN BY
1-23-06
CJA
WWW.NYLOPLAST-US.COM
800-821-6710
15"2815AG
A
8"
10"
12"
2810AG
2812AG
PART #
2808AG
GRATE OPTIONS
STANDARD
LIGHT DUTY
PEDESTRIAN
AASHTO H-10
STANDARD
AASHTO H-25
SOLID
LIGHT DUTY
SOLID
AASHTO H-25
PEDESTRIAN
LIGHT DUTY
NYLOPLAST DRAIN BASIN
STANDARD
LIGHT DUTY
PEDESTRIAN
LIGHT DUTY
SOLID
LIGHT DUTY
PEDESTRIAN
AASHTO H-10
STANDARD
AASHTO H-25
SOLID
AASHTO H-25
A PART #GRATE OPTIONS
18"
24"
30"2830AG
2818AG
2824AG
N/A
PEDESTRIAN
AASHTO H-10
STANDARD
AASHTO H-25
SOLID
AASHTO H-25
PEDESTRIAN
AASHTO H-10
STANDARD
AASHTO H-25
SOLID
AASHTO H-25
STANDARD
AASHTO H-25
SOLID
AASHTO H-25
1'1'
(NO SCALE)
TYPICAL CLEANOUT SECTION
OUTSIDE GRADE
4" P.V.C. PIPE
1/8 STREET BEND
4" X 6" INCREASER
NOTE:
LATERAL CONNECTION TO CLEANOUT
STRUCTURE TO BE WITHIN 3.0' (THREE
FEET) OF THE FOUNDATION WALL.
NEENAH CASTING
R-1976 OR EJIW 1578
FOR CLEANOUT IN
PAVEMENT.
CONCRETE ENCASEMENT
WHEN NOT ALREADY IN
PROPOSED RIGID
SURFACE.
CLEANOUT PLUG & ADAPTER
6" HDPE
DETAIL IS TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATA TABLE.
DETAIL IS TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATA TABLE.
DETAIL IS TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATA TABLE.
DETAIL IS TYPICAL. REFER TO SHEET C601 FOR STORM SEWER DATA TABLE.
CONCRETE CURB TURNOUT
REVISIONS AND ISSUESPart of SE/4, Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, INW18.0605PREPARED FOR:SOUTHWEST CORNER OF GRAND & MAIN, CARMEL, INPROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:RLWDESIGNED BY:DWG NAME:PROJECT NO.:W18.0605DATEBYSSRDATE:RLWKnow what's below.
before you dig.Call
R APPROVAL PENDINGNOT FOR CONSTRUCTIONSHOPPES ON MAINSUBMITTED FOR TAC REVIEW10.20.2017RLWSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPLANS REVISED FOR CARMEL TAC COMMENTS12.08.2017RLWPLANS REVISED FOR REVIEW COMMENTS01.23.2018RLW04.08.2019PLANS REVISED FOR REVIEW COMMENTS02.12.2018RLWPLANS UPDATED FOR STUDIO M ARCHITECTS04.08.2019RLW