HomeMy WebLinkAboutC8.3 UTILITY DETAILSC8.3UTILITY DETAILS
REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.SHEET NO.CHECKED BY:
DRAWN BY:
DEG
DESIGNED BY:
DWG NAME:
PROJECT NO.:
W220058
DATE BY
01.31.2022
BT
DATE:
DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
W E I H E
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net
Build with confidence.SMA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032
CULVER'S
CARMEL, IN
04.29.2022 DEGTAC COMMENT REVISIONS1
05.13.2022 AMQLANDSCAPE COMMENT REVISIONS2
06.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3
TAC COMMENT REVISIONS 24 07.07.2022 DEG
WQ TREATMENT TRAIN & WATER COMMENTS5 08.12.2022 DEG
ADDED FIRE HYDRANT & FDC AND DRY LINE6 08.25.2022 DEG
RELOCATED IRRIGATION VALVE & METER7 09.29.2022 DEG
SWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT8 10.06.2022 DEG
CRE REVIEW COMMENT REVISIONS9 10.24.2022 DEG
ADDED SURVEY DATA FOR EAST ADJOINER10 11.23.2022 DEG MANHOLE (DIA. "F")PIPES ENTERING/LEAVING AT0-45 DEGREESFINISH GRADE OR PAVEMENTMANHOLE (DIA. "F")PIPES ENTERING/LEAVING AT45-90 DEGREESPIPE SIZE(DIA. "G")CASTING FRAME & COVER AS SPECIFIEDASPHALTIC MASTIC OR BUTYLRUBBER SEAL BETWEEN ALLJOINTS.STANDARD PRECASTMANHOLE CAP OR ECCENTRICCONE. (UP TO 24" PIPE.)FULL HEIGHT MANHOLESTEPS AS REQUIRED.CONCRETE REDUCER CAPPRECAST CONC.ADJUSTER RINGS, IFNEEDED (12 MAX.)BENCHWALLS AT MINIMUM 12" PERFOOTSLOPE. BENCHWALLS TO BECONSTRUCTED TO SPRINGLINE OF PIPE.INVERT ELEVATIONBASE SHALL BE POURED INPLACE OR PRECAST. BOTHSHALL HAVE #4 BARS-12"O.C. BOTH WAYS.BASE SET ON 6"OF #8 OR #2STONEDIAMETER "G"DIAMETER "F"4'-0" DIA.24" DIA.24" DIA.PREFORMED HOLE TOMAX OF PIPE O.D. + 6"WITH NON-SHRINKCEMENT GROUTNOTEMANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEELREINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMERPOLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITHDEFORMED 38" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OFASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.UP TO60 DEGREES16" (TYP.)5"6"NOTE·MANHOLE CONFORMS TOASTM C-478·NO BRICK OR BLOCK WILL BEALLOWED IN MANHOLE·O-RING GASKET ASPHALTICMASTIC OR BUTYL RUBBERSEAL BETWEEN MANHOLEJOINTS3"MIN.3"MIN.6" for 48" Dia8" for > 48" Dia(NO SCALE)STANDARD STORM MANHOLE12"-21"24"27"-30"33"-36"42"48"54"60"66"N/AN/AN/A84"72"60"60"48"48"48"60"60"72"84"96"N/AN/AN/A96"96"96"N/AN/AN/AN/AN/AN/APAVED AREA INLET TYPE "E"(NO SCALE)"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPE SLOPESLOPESLOPE6" CONCRETE3'-0"3'-0"3'-0"3'-0"6"CLCL6"6"6"TOP OF CASTING ELEVATIONE.J. 5250NEENAH R-3405OR EQUALPAVEMENTE.J. 5250NEENAH R-3405OR EQUALCLASS "A" CONCRETEDIA.SECTION A-AINLET SET ON 6"BASE OF #8 STONE8"NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE.2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 21" MAX STRAIGHT CONNECTIONS 15" MAX SKEW CORNER CONNECTIONS4. MIN. 6" FLAT TOP WITH 24" SQUARE OPENING5. 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 UNLESSSUFFICIENT 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 REQUIREDADJUSTING RING ASREQUIREDMIN. 4000 PSISAWCUT JOINT(TYPICAL)OUTLET INVERT FROM STR 104 TO STR 103 HAS BEENRAISED FROM ANALYSIS COMPUTATIONS TO ACT AS AWEIR, ENSURING PRIMARY FLOW IS DIRECTED TO WQOFF-LINE WATER QUALITY DETAIL(NO SCALE)WEIR PLATE INSTALLATION DETAILOUTLET CONTROL STRUCTURE "101"BBSECTION A-ASECTION B-BAAPLAN VIEW(NO SCALE)~39 L.F18" RCP~10 L.F 12" HDPESTR 10348" DIA MANHOLEDIVERSION STR.TOC = 831.32INV = 828.52INV = 827.47INV = 827.37INV = 827.27INV = 827.27INV = 827.17INV = 827.57INV = 827.37~10 L.F 12" HDPE~15 L.F12" HDPESTR 10248" DIA MANHOLETOC = 831.65AQUA-SWIRLXCELERATOR XC-3TOC = 831.392 REBAR #53.5' EA. WALL