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HomeMy WebLinkAbout022 MISCELLANEOUS DETAILSEXISTING GROUND 4:1 4:1 RETENTION WATER LEVEL RIP RAP PROTECTION RIP RAP PROTECTION (SEE DETAIL 5 ON SHEET C1201)BERM FLOW DIRECTION WATER LEVEL NOTES: 1.LOCATE ONSITE RETENTION POND TO COLLECT SURFACE DRAINAGE. 2.DIRECT ROOF AND DRIVEWAY DRAINS TO RETENTION POND. 3.DIRECT RUNOFF TO RETENTION POND VIA VALLEY GUTTER AND LANDSCAPED SWALES. 4.RETENTION POND AND DRAINAGE SWALES SHALL BE MAINTAINED. THIS MAINTENANCE MAY INCLUDE MOVING GRASS AND VEGETATION, AND CLEARING MISC. DEBRIS. 5.POND CAPACITY SHALL INCLUDE INITIAL STORM WATER FACILITY VOLUME, AS REQUIRED PER MDEQ-8. 6.POND SHALL BE 2.5FT DEEP WITH 4:1 SIDE SLOPES. 7.POND VOLUME = 7400 CF BERM OVERFLOW DIRECTION 4:1 RETENTION WATER LEVEL INITIAL STORM WATER FACILITY WATER LEVEL 2.0' 4:1 4:12.0 ' OVERFLOW WEIR EXISTING GROUND INITIAL STORM WATER FACILITY WATER LEVEL BERM OVERFLOW WEIR OVERFLOW WEIR 1.0' 4:1 0.50' BASE 1.50' SUMP CONTRACTOR TO GROUT (TYP.) 0.50' TOP 4.83' DIA. BASE SLAB CL 0.92' 0.42' WALL 4.00' OUTLET PER PLAN Section Thru BarrelSection Thru Joint 2. Contact a Concrete Pipe Division representative for details not listed on this sheet. 1. Produced to meet ASTM Specifications. Notes: Pipe dimensions may vary depending upon equipment availability. D Rinker 009 Table Of Dimensions And Weights 1 1/4 (inches) C (inches) 3 1/8 3 1/2 3 1/2 3 Wall Thickness (inches) 2 1/4 D (Sq. Ft.) 4.4 (lbs / ft.) 350 468 190 130 Weight Approx. 1 7/16 1 1/2 1 5/8 2 1/4 2 3/4 3 2.8 1.65 1.1 Full Flow Water Area Dimension Inside Rise 13 1/2 18 22 1/2 11 Equivalent Round (inches) 18 24 30 15 (inches) Span 18 22 28 1/2 36 1/4 72 60 25.6 17.7 754 45 88 73 6 3 3/16 2 15/16 5 6 1,513 2,113 54 14.35 1/24065 52 5/8 1,375 36 48 11.4 6.4443 3/426 5/8 53658 1/2 3 1/21 3/4 2 1/4 3 1/2 638 1,110 42 8.84 1/251 1/831 5/16 3 1/21 15/16 878 Rise Span Wall Thickness Inside ofElliptical Pipe Concrete Arch Pipe 15" - 72" Equivalent Diameter C Wall Thickness PLAN SECTION A-A///////// /// /// //////>>>>135°>> > > > > >6" VERTICAL CURBB B FLOWLINEFLOWLINECURB FACECURB FACEASPHALTASPHALTASPHA LT 6" VERTICAL CURB AA SECTION B-B END CURB END CURB EDGE OF STD. GUTTER ASPHALT PAVING SLOPE PER PLAN STANDARD CATCH TYPE CURB & GUTTER (BEYOND) SEE COB STANDARD DWG DEPRESSED FLOW LINE (2" DEPRESSION FROM STANDARD FLOW LINE) CONCRETE CONSTRUCTION JOINT EDGE OF STD. GUTTER 2'-0"18" TAPERSTD. CATCH CURB W = CURB CUT WIDTH PLUS 3.0'18" TAPER6'-0" 12" 36"36"(CURB CUT W/DEPRESSED FLOWLINE)24" 6" TRANSITION POINT FROM V-CHANNEL TO RECTANGULAR CHANNEL 6"24" "V" CHANNELEXPANSION JOINT EXPANSION JOINT 6" MIN. (TYP.) 6" VERTICAL CURB (BEYOND)6" VERTICAL CURB 24"6"6" 6" 6" COMPACTED 1 - 12" MINUS WASHED GRAVEL 8" NATIVE OR IMPORTED FILL SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO 95% MDD PER STANDARD PROCTOR CONTRACTOR SHALL REVEGETATE ALL SOIL WHERE EXPOSED TO STABILIZE 2" CURBDEPRESSION INSTALL REFLECTIVE FIBERGLASS MARKER STD. CATCH CURB 3'-0" 8" NATIVE OR IMPORTED FILL SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO 95% MDD PER STANDARD PROCTOR 6" COMPACTED 1 - 12" MINUS WASHED GRAVEL 2023COPYRIGHT © MORRISON-MAIERLE, INC., SHEET NUMBER PROJECT NUMBER DRAWING NUMBER DATEDESCRIPTIONNO.BY N:\5659\011 -YTI DEVELOPMENT\ACAD\SHEETS\2_MASTERSITEPLAN\5659.011 - C1200 WATER, SEWER, STORM, & ROAD DETAILS.DWG PLOTTED BY:SEAN PAPENHAUSEN ONMar/21/2023 REVISIONS DRAWN BY: DSGN. BY: APPR. BY: DATE: Q.C. REVIEW DATE: BY: 2880 Technology Blvd West Bozeman, MT 59718 406.587.0721 www.m-m.net engineers surveyors planners scientists MorrisonMaierle VERIFY SCALE AND COLOR! THIS SHEET MAY BE REDUCED AND IS INTENDED TO BE IN COLOR. THE BAR BELOW WILL MEASURE ONE INCH AT ORIGINAL DESIGN SCALE AND RED, GREEN, AND BLUE WILL BE VISIBLE IFREPRODUCED CORRECTLY. MODIFY SCALE ACCORDINGLY! SOUTH RANGE CROSSING SUBDIVISION MASTER SITE PLANBOZEMAN MONTANA MISCELLANEOUS DETAILS 5659.011 23 C1204 RSP LRH MEE 03/15/2023 01/18/2023 1 - SURFACE POND TYPICAL CROSS SECTION WITH EARTHEN WEIR OVERFLOW SCALE: NTS 4 - DEPRESSED CURB AND CONCRETE CHANNEL (19TH AVENUE) SCALE: NTS3 - ARCH CULVERT DETAIL SCALE: NTS 2 - POND OVERFLOW STRUCTURE SCALE: NTS 3 - ARCH CULVERT DETAIL SCALE: NTS 2 - POND OVERFLOW STRUCTURE SCALE: NTS MASTER SITE PLAN MARCH 2023