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HomeMy WebLinkAboutC760 - Site Utility Details - SU2.21123124125Type "J" ManholeType "J" ManholeEnd SectionUndefinedR-1772R-1772N/A807.59805.60-1.0030" RCP 801.45 (NW) [122]30" RCP 799.95 (N) [123]30" RCP 799.54 (NW) [124]30" RCP 801.35 (S) [124]30" RCP 799.85 (SE) [125]400'88'30"30"0.35%0.35%124125--STORM STRUCTURE TABLESTR.NO.201202203204205206207208209210211A211212301302303304401STRUCTUREInlet Type "A"Inlet Type "A"Type "C" ManholeType "K" ManholeInlet Type "A"Type "J" ManholeType "L" ManholeType "J" ManholeType "L" ManholeType "N" ManholeAqua-Swirl XC-12Type "N" ManholeEnd SectionInlet Type "M"Inlet Type "M"Type "C" ManholeType "J" ManholeOutlet Control StructureSTRUCTUREDETAILREFERENCEUndefinedCASTING TYPER-3472R-3472R-3472R-1772R-3472R-1772R-1772R-1772R-1772R-1772PER MAN.R-1772N/AR-3287-10VR-3287-10VR-3472R-3472R-4215-CRIM806.06806.11805.99806.51805.98806.25806.45808.89808.26808.55808.33808.64-1.00805.63805.64806.08805.92802.65INCOMING PIPE DATA(DIRECTION) [FROM STR]12" RCP 802.13 (W) [201]12" RCP 802.06 (W) [202]12" RCP 801.96 (NW) [203]18" RCP 799.34 (W) []24" RCP 799.01 (N) []12" RCP 802.18 (W) [205]24" RCP 799.28 (NE) []24" RCP 798.65 (W) [204]24" RCP 799.10 (NW) [206]36" RCP 798.55 (W) [207]36" RCP 798.20 (W) [208]36" RCP 801.59 (N) []48" RCP 798.00 (W) [209]30" HDPE Pipe 797.98 (N) [210]48" RCP 799.96 (NW) [210]30" HDPE Pipe 797.96 (W) [211A]48" RCP 797.83 (NW) [211]18" RCP 801.14 (W) [301]18" RCP 801.14 (E) [302]24" RCP 800.99 (S) [303]OUTGOING PIPE DATA(DIRECTION) [TO STR]12" RCP 802.33 (E) [202]12" RCP 802.13 (E) [203]12" RCP 802.06 (SE) [204]24" RCP 798.96 (E) [207]12" RCP 802.23 (E) [206]24" RCP 799.18 (SE) [207]36" RCP 798.65 (E) [208]36" RCP 798.55 (E) [209]48" RCP 798.20 (E) [210]48" RCP 800.00 (SE) [211]30" HDPE Pipe 798.00 (S) [211A]30" HDPE Pipe 797.98 (E) [211]48" RCP 797.96 (SE) [212]18" RCP 801.41 (E) [303]18" RCP 801.52 (W) [303]24" RCP 801.04 (N) [304]36" RCP 800.44 (E) []24" RCP 797.22 (SW) []OUTGOINGPIPE L.F.63'21'31'65'17'40'65'237'193'30'21'21'144'90'83'14'3'2'OUTGOINGPIPE SIZE12"12"12"24"12"24"36"36"48"48"30"30"48"18"18"24"36"24"OUTGOINGGRADE0.32%0.32%0.32%0.48%0.32%0.20%0.15%0.15%0.10%0.13%0.10%0.10%0.10%0.30%0.45%0.40%0.00%0.00%CONNECT TOSTR.202203204207206207208209210211211A211212303303304REMARKS----------SEE PLAN VIEW DETAIL ONTHIS SHEET------SU2.21SITE UTILITY DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 04.26.2023CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.TOP OF BANK = 804.65SIDE VIEWEXISTING 24" RCPOUTLET30"x 30"INV. = 797.2224"W x 12"H WEIR OPENINGINV.= 801.50NEENAH R-4215-CCATCH BASIN FRAME AND GRATERIM ELEV. = 802.65 (100 YR)COMPACTEDSUBGRADECLASS "A" PRECASTREINFORCEDCONCRETE BOX8"BASE SET ON 6" OF #8OR #2 STONECOMPACTEDSUBGRADEBASE SET ON 6" OF #8OR #2 STONEGROUT AS REQUIRED30"x 30"FRONT VIEWEXISTING 24" RCP OUTLETINV. = 797.22MAX SLOPE = 3:19.3" DIA. ORIFICE INV.= 797.2224"W x 12"H WEIR OPENINGINV.= 801.50NEENAH R-4215-CCATCH BASIN FRAME AND GRATERIM ELEV. = 802.65 (100 YR)STR.401 OUTLET CONTROL STRUCTURE DETAILNO SCALE9.3" DIA. ORIFICE INV.= 797.2224" SUMP 24" SUMPSTORM WATER QUALITY BMP STRUCTURE DETAIL (ST-211A)48" RCP INV. = 798.0030" HDPE INV. = 798.00STR. ST-210STR. ST-211STR. ST-211A30" HDPE INV. = 797.9830" HDPE INV. = 797.9830" HDPE INV. = 797.9648" RCP INV. = 797.96FLOWFLOW48" RCP INV. = 800.0048" RCP INV. = 799.9616.46' OF 30" HDPE @ 0.12%21.21' OF 30" HDPE @ 0.10%30.00' OF 48" RCP @ 0.13%(HIGH FLOW BY-PASS)OFF-LINE BMP AQUA-SWIRL XC-12 PLAN VIEW DETAIL (ST-211A)OUTLET PIPE ORIENTATION TO BE 90°DRY POND EMERGENCY SPILLWAY DETAIL80' BOTTOM WIDTHMAX SLOPE 3:1SPILLWAY EL.= 802.65MAX SLOPE 3:1TOP OF BANKEL. = 804.65TOP OF BANKEL. = 804.651REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-20234SSB FINAL CD'S4-26-2023TOP OF RIM = 808.55FINISHGRADESTORM MANHOLE ST-210 (DIVERSION STRUCTURE)1/2" = 1'-0"24" DIA.PRECAST CONCRETEADJUSTING RING4" MIN. - 12" MAX. SEE DETAILPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPS48" DIA.STANDARD PRECASTMANHOLE CAP OR CONE7'-3" MIN.9"8" MIN. 3" MIN. 16" TYP.5"5"CONCRETE REDUCER CAPBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADE108"1'-0" MIN. OVERHIGHEST PIPE3 0 " HDPE INV = 7 9 8 . 0 0TO BMPONE COMPLETE UNIT OF PRECASTCONC. MANHOLE BASE AND RISER.SEPARATE BASE IS OPTIONALNOTES:MANHOLE CONFORMS TO ASTM C478.JOINTS CONFORM TO ASTM C443.NO BRICK OR BLOCK WILL BEALLOWED IN MANHOLE.FLOW48" RCP INV. = 798.0048" RCP INV. = 800.00(HIGH FLOW BY-PASS)9"5TAC RESPONSE05-24-2023