HomeMy WebLinkAboutC022 - Civil Site Utilities DetailsC8.3UTILITY 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
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
0-45 DEGREES
FINISH GRADE OR PAVEMENT
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
45-90 DEGREES
PIPE SIZE
(DIA. "G")
CASTING FRAME & COVER AS SPECIFIED
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN ALL
JOINTS.
STANDARD PRECAST
MANHOLE CAP OR ECCENTRIC
CONE. (UP TO 24" PIPE.)
FULL HEIGHT MANHOLE
STEPS AS REQUIRED.
CONCRETE REDUCER CAP
PRECAST CONC.
ADJUSTER RINGS, IF
NEEDED (12 MAX.)
BENCHWALLS AT MINIMUM 12" PERFOOT
SLOPE. BENCHWALLS TO BE
CONSTRUCTED TO SPRINGLINE OF PIPE.
INVERT ELEVATION
BASE SHALL BE POURED IN
PLACE OR PRECAST. BOTH
SHALL HAVE #4 BARS-12"
O.C. BOTH WAYS.
BASE SET ON 6"
OF #8 OR #2
STONE
DIAMETER "G"
DIAMETER "F"
4'-0" DIA.
24" DIA.24" DIA.PREFORMED HOLE TO
MAX OF PIPE O.D. + 6"
WITH NON-SHRINK
CEMENT GROUT
NOTE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL
REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER
POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH
DEFORMED 3
8" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF
ASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
UP TO
60 DEGREES
16" (TYP.)
5"
6"
NOTE
· MANHOLE CONFORMS TO
ASTM C-478
· NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE
· O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL BETWEEN MANHOLE
JOINTS
3"MIN.
3"MIN.
6" for 48" Dia
8" for > 48" Dia
(NO SCALE)
STANDARD STORM MANHOLE
12"-21"
24"
27"-30"
33"-36"
42"
48"
54"
60"
66"N/A
N/A
N/A
84"
72"
60"
60"
48"
48"48"
60"
60"
72"
84"
96"
N/A
N/A
N/A 96"
96"
96"
N/A
N/A
N/A
N/A
N/A
N/A
PAVED AREA INLET TYPE "E"
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPE SLOPESLOPE6" CONCRETE
3'-0" 3'-0"3'-0"3'-0"6"
CL
CL6"6"6"
TOP OF CASTING ELEVATION
E.J. 5250
NEENAH R-3405
OR EQUAL PAVEMENT
E.J. 5250
NEENAH R-3405
OR EQUAL
CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6"
BASE OF #8 STONE8"NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE.
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
21" MAX STRAIGHT CONNECTIONS
15" MAX SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" SQUARE OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT.
6. 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.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
ADJUSTING RING AS
REQUIRED
MIN. 4000 PSI
SAWCUT JOINT
(TYPICAL)
OUTLET INVERT FROM STR 104 TO STR 103 HAS BEEN
RAISED FROM ANALYSIS COMPUTATIONS TO ACT AS A
WEIR, ENSURING PRIMARY FLOW IS DIRECTED TO WQ
OFF-LINE WATER QUALITY DETAIL
(NO SCALE)
WEIR PLATE INSTALLATION DETAIL
OUTLET CONTROL STRUCTURE "101"
BB
SECTION A-A SECTION B-B
A
A
PLAN VIEW
(NO SCALE)
~39 L.F
18" RCP
~10 L.F 12" HDPE
STR 103
48" DIA MANHOLE
DIVERSION STR.
TOC = 831.32
INV = 828.52
INV = 827.47
INV = 827.37
INV = 827.27
INV = 827.27
INV = 827.17
INV = 827.57
INV = 827.37
~10 L.F 12" HDPE
~15 L.F
12" HDPE
STR 102
48" DIA MANHOLE
TOC = 831.65
AQUA-SWIRL
XCELERATOR XC-3
TOC = 831.39
2 REBAR #5
3.5' EA. WALL
01/13/23