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HomeMy WebLinkAboutC2.2 STORM SEWER DETAILSREVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 DETAILS STORM SEWER C2.2AWM AWM JDB 12" PEJF, PER INDOT ITEM ___ 1'-6" (TYP.) 8" CONCRETE PAVEMENT, PER INDOT ITEM ___ CLASS C W/ SYNTHETIC FIBER REINFORCEMENT CONTROL JOINT, PER DETAIL G/C2.5 (TYP.) NOTES: 1.SYNTHETIC FIBER REINFORCEMENT: ASTM C1116-97 AND ASTM C1018-97. ACCEPTABLE PRODUCTS INCLUDE: A.NYCON NYLON FIBERS B.FORTA NYLO-MONO FIBERS C.FIBERMESH FIBERMIX STEALTH POLYPROPYLENE FIBERS D.GRACE POLYPROPYLENE FIBERS SYNTHETIC FIBER REINFORCEMENT SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE RATE SHALL BE AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN 1 POUND PER CUBIC YARD. 2.DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPT MOISTURE LOSS NOT TO EXCEED 0.40 KG/M² IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'S VOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE. COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER. 3.PENETRATING SEALER: ACCEPTABLE PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO: A.L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40 B.PROSOSO - SALTGUARD WB C.HULS AMERICA INC. - CHEM-TRETE BSM 40 D.MASTER BUILDERS INC. - MASTERSEAL SL 40 E.LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WB F.BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40 G.TEX-COTE - RAINSTOPPER RS140 CATCH BASIN, PROVIDE HEAVY DUTY FRAME & GRATE,1'-6"(TYP.)PLAN VIEW 8"2'-0"8" B 8"1"8"C 1"2" 8" 2 1/4"8"2'-0"8"6" B 2 1/4"2'-3 1/2"A8"SECTION B-B A SECTION A-A 2 1/4" CONSTRUCTION JOINT 1/4" NOTES: 1.BRICK OR CONCRETE BLOCK SIDE WALLS, WHEN USED IN PLACE OF CONCRETE, SHALL BE 8" NOMINAL THICKNESS. WHEN BRICK OR CONCRETE BLOCKS ARE USED, THE OUTSIDE WALLS OF THE CATCH BASIN SHALL BE PLASTERED WITH A 1/2" COAT OF LIME CEMENT MORTAR. 2.GRATE ELEVATION TO BE PLACED 4 TO 6 INCHES BELOW NORMAL DITCH RETURNING TO NORMAL 10 FEET EACH SIDE OF BASIN. 3.CONCRETE CAST IN PLACE TO BE INDOT CLASS "C" ITEM ___. 4.TRAFFIC DUTY FRAME & GRATE NEENAH R-4852 & R-4899 OR EQUAL. 5.PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. 2'-3 1/2" 2 1/4" 1/4" 1"1" 1/4" 1" 2'-3 1/2" SECTION C-C 1/4" 2"1" 2'-0"8"8"VARIABLE DEPTHCLASS "C" CONCRETE 2'-0"8" DETAIL CATCH BASIN N.T.S.A B A B A C STORM SEWER 30" MIN. COVERFACE OF BUILDING DOWNSPOUT BY GENERAL TRADES CONTRACTOR CAST IRON DOWNSPOUT SHOE, AS MANUFACTURED BY NEENAH, MODEL R-4927 ** R-4926 **, BARRY PATTERN & FOUNDRY CO. MODEL B25A, OR EQUAL. **ATTACH TO FACE OF BUILDING** (SIZE TO MATCH DOWNSPOUT) FINISHED GRADE TWO 45° BENDS OR LONG RADIUS ELBOW DETAIL DOWNSPOUT ADAPTER N.T.S.B INLET END GROOVE OR BELL UPSTREAM OUTLET END TONGUE OR SPIGOT DOWNSTREAM END TREATMENT AT HEADWALL 1.CONCRETE SHALL BE CLASS "III". 2.IF SLOPES OTHER THAN 2:1 ARE USED, THE LENGTH "L", AND HEIGHT "H" WILL REQUIRE ADJUSTMENT L CIRCULAR SECTIONS = 5D+4T H CIRCULAR SECTIONS = D+T+44" D = DIAMETER OR PIPE T = THICKNESS OF BARREL L = LENGTH OF HEADWALL H = HEIGHT OF HEADWALL DIMENSIONS QUANTITIES REINFORCING STEEL LBS. CONCRETE CU. YDS.LHDIAMETER 12" 15" 18" 21" 24" 30" 36" 5'-0" 5'-2" 5'-5" 5'-8" 5'-11" 6'-5" 7'-0" 5'-8" 7'-0" 8'-4" 9'-8" 11'-0" 13'-8" 16'-4" 1.4 35 1.7 41 572.2 2.8 62 3.3 69 924.7 6.5 105 SECTION A-A H/336"H8"12" 4"H2:1 S L O P E D D A A L 2:1 S L O P E EQUAL SPACES NOT TO EXCEED 2'-0" 5/8" DIA. REINFORCING STEEL 2" MIN.2" MIN. FLOW LINE 5/8" DIA. REINFORCING STEEL DETAIL PIPE CULVERT HEADWALL N.T.S.E 6"8" RADIUS TOP OF FINISHED PAVING OR GRADE ZURN Z-1400-HD OR EQUAL FINISHED GRADE 3000 PSI CONCRETE CLEANOUT PLUG 4" MIN. PIPE SIZE DETAIL EXTERIOR CLEANOUT N.T.S.C NOTE: 1.PROVIDE 10' FINGER DRAINS FOR ALL PROPOSED CATCH BASINS LOCATED WITHIN PAVEMENT. STANDARD CATCH BASIN 10' (TYP.) 4" PERFORATED POLYETHYLENE TUBING, PER ASTM F-405 (TYP.) SECTION A-A 4" UD 2"18"PAVEMENT ODOT NO. 8 SUBGRADE 8" DETAIL PAVEMENT UNDERDRAIN N.T.S.D AA 102 108 24 27 10 12 18 21 15 48 60 6452 48 48 50 53 57 30 32 40 44 36 102 12710566 36 42 54 60 48 71 78 87 96 64 95 81 88 74 84 91 96 *D 6 8 48 48 24 27 *D 33 30 71 57 61 67 *D 78 72 t D169 176 155 162 148 136 143 151 160 130 134 141 116 123b12" SMALL DIAMETERS b = 4" MID DIAMETERS b = 6" LARGE DIAMETERS b = 6" NOTES: 1.SECTIONS SYMMETRICAL ABOUT ℄. *2. DIMENSIONS ARE EXPRESSED IN INCHES. 3.ON SANITARY SEWER CONSTRUCTION TRENCH DAMS ARE REQUIRED AS SPECIFIED UNDER 901 4.PAYMENT FOR CONCRETE BACKING AND ENCASEMENT SHALL BE BASED ON MINIMUM TRENCH WIDTH (WN). FULL WIDTH OF EXCAVATED TRENCH Wn = MINIMUM WIDTH SECTION IN LAWN AREAS ENCASEMENT D+2tENCASEMENTWHERESPECIFIEDD 2+t (WITH BACKING) BEDDING MATERIAL D 2+t BACKING BEDDING MATERIAL LIMIT LINES FOR REPAVING SECTION WITH PAVEMENT REPLACEMENT BEDDING MATERIAL D2+t+bBEDDINGMATERIALEX. GROUND 6" TOPSOIL 2" HMA SURFACE COURSE, TYPE "C" SAWCUT FULL DEPTH EX. PAVEMENT 2" HMA INTERMEDIATE COURSE, TYPE "C" 6" HMA BASE, TYPE "C" SELECT EXCAVATED MATERIAL PLACED IN MAXIMUM 6" LIFTS AND COMPACTED TO 98% STANDARD PROCTOR DENSITY BELL HOLESUBGRADE BACKFILL PER SPECIFICATION SECTION 31 23 33 Wn*Wx*Wn*Wx*Wn*Wx* Wn 2 Wn 2 DETAIL N.T.S.F TYPE 1 BEDDING FOR RIGID SEWER PIPE & PERMANENT PAVEMENT REPLACEMENT