HomeMy WebLinkAboutC021 - Civil Site Utilities DetailsC8.2UTILITY DETAILSREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEG
GREATER THAN 5' (1)
LESS THAN 5' (2)
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
TYPICAL BEDDING SECTION - RCP PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(1) MIN. 1.25 Bc
(2) 1.25 Bc + 12" (MIN.)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
NOTE:
ALL BEDDING & INITIAL
BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS. A
MIN. OF 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12" MIN.Bc
CONCRETE CRADLE DETAIL
NOTE:
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PERSPECTIVE VIEW
EARTH CUT AWAY
(NO SCALE)
D
27" & SMALLER
30" TO 60"
66" & LARGER 6
4
3
BOTTOM OF TRENCH
(NO SCALE)
3500 PSI CONCRETE
(NO SCALE)4"d
1/6 Bc
d(MIN.)
Bc
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.
E.J. 5250
NEENAH R-3405
OR EQUAL
SLOPESLOPESLOPE
6" CONCRETE SLOPE3'-6"3'-6"3'-6" 3'-6"6"6"℄
SAWCUT JOINT
(TYPICAL)
CONCRETE COLLAR
(NO SCALE)
01/13/23