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HomeMy WebLinkAboutCivil_C2.2REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 12 JANUARY 2022 DATE: SHEET NUMBER:VOLUME1 - SITEWORK AND FOUNDATIONSMEDVET CARMEL - ANIMALHOSPITAL<650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 |>STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 DETAILS STORM SEWER C2.2AWM ELIJAH MEHAN 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 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