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HomeMy WebLinkAboutSite DetailsCoastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BY G:\C17\C17189.03 - RJ Resorts Holdings LLC - CIV\CAD\WIP\C17189.03-CIV.dwg 5/15/2023 1:03 AM RED JACKET BEACH RESORT & SPA RED HOSPITALITY 28 SOUTH SHORE DRIVE SOUTH YARMOUTH, MA C17189.03SITE DETAILSC-5015 51" = 30'05-18-2023C17189.03-CIV.dwgDAVJABNOT TO SCALEDOWN SPOUT BOOT DETAILEXISTING DOWNSPOUTFINISH GRADEFLOW TO 10" SHC 40 PVC ROOFDRAIN COLLECTOR PIPE4" SHC 40 PVC ROOF DRAIN PIPE6"UTILITY TRENCHNOT TO SCALEBEDDING MATERIALSSEWER34" CRUSHED STONE(PER M2.01.0)WATERSAND BORROW, TYPE B(PER M1.04.0)DRAINGRAVEL BORROW, TYPE D(PER M1.03.0)COMMON FILL- COMPACT TO 95%MAX. DRY DENSITY UNDERPAVEMENT & 90% MAX. DRYDENSITY ELSEWHERECLEAN SAND FILL PLACED& TAMPED BY HANDUNDISTURBED SUB GRADEBEDDING VARIES BYUTILITY (SEE TABLE)FINISH GRADEDEPTH AT TOWNAND CODEREQUIREMENTS12"12" TYP.12" TYP.12 PIPE DIA HAUNCHING AREASCH 40 PVC PIPESEPTIC/SEWER ANDELECTRICAL CONDUITLOAM AND SEEDAS SPECIFIEDBITUMINOUS CONCRETE PAVEMENT(SEE DETAIL)LIMIT OF EXCAVATIONBOOT WITH CLEANOUT TO BEINSTALLED AND CONNECTED TOA 4" SCH 40 PVC ROOF DRAIN PIPECOORDINATE WITH LANDSCAPEARCHITECT FOR BOOT TYPECONSERVATION COMMISION SET(NOT FOR CONSTRUCTION)CONCRETE CURBJOINT BETWEEN TILES SEALANTCOLOR TO MATCH TILE COLORTACTILE WARNING TILE.(FULL WIDTH OF LEVEL LANDING)2' - 0"0.5'LENGTHS VARYTACTILE WARNING TILE.(FULL WIDTH OF LEVEL LANDING)JOINT BETWEEN TILES. SEALANTCOLOR TO MATCH TILE COLORFLANGES EMBEDDED INTOBITUMINOUS CONCRETEBITUMINOUS CONCRETE PAVEMENTTACTILE WARNING TILESNOT TO SCALECOORDINATE WITH OWNER FORTACTILE TILE COLOR.COLOR MUST CONTRASTCONCRETE COLORSMALL RIBLARGE RIBCULTEC - 280HD CHAMBER UNIT96.0"84.0"INSTALL LENGTH26.5"47.0"CULTEC RECHARGER 280HD UNITNOT TO SCALEOBSERVATIONPORT12" DIA. HD CAST IRONFRAME AND COVERFIELD PLACES CLASS"C" CONCRETE12" SCH 40 PVC COLLAR6" GAP BETWEEN CLEANOUTCAP AND COVER6" SCH 40 PVC ENDCAP CLEAN-OUTADAPTER W/ SCREW-IN CAP6" SCH 40 PVC RISER6" SCH 40 PVC COUPLINGTRIM CHMABER INSPECTIONPORT KNOCK-OUT TO MATCH O.D.OF 6" INSPECTION PORT PIPE6" SCH 40 PVC (INSERTED INTO CHAMBER)INSPECTION PORTNOT TO SCALEVARIES SEE PLANNATURALLY COMPACTED FILL1-2 INCH DOUBLE WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSNON-WOVEN GEOTEXTILE, CULTEC NO. 410, US FABRICSUS 90P, MIRAFI 140NL, OR ENGINEER APPROVED EQUALAROUND STONE. TOP AND SIDES MANDATORY.OVERFLOW PORT(SEE DETAIL)WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLDFEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOURPROTECTION) ACCEPTABLE FABRICS INCLUDE: CULTEC NO. 4800, MIRAFIFW700, CONTECH C70/06INLET/OUTLET PIPEPIPE TO BE INSERTED 12.0"MIN. INTO CHAMBERSIDE VIEW OF 280HD CULTEC UNITNOT TO SCALE6" MIN6" MIN10" MINEND VIEW OF CULTEC UNITNOT TO SCALERECHARGER 280 HEAVYDUTY CHAMBER12" MAX COVERDEPTHCULTEC HVLV FC-24 FEEDCONNECTOR WHERE SPECIFIED1-2 INCH DOUBLE WASHED, CRUSHEDSTONE SURROUNDING CHAMBERSNATURALLY COMPACTED FILLFINISH GRADENON-WOVEN GEOTEXTILE, CULTEC NO. 410, US FABRICS US90P, MIRAFI 140NL, OR ENGINEER APPROVED EQUALAROUND STONE. TOP AND SIDES MANDATORY.6" MIN6" MIN6" MINCULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACEDBENEATH INTERNAL MANIFOLD FEATURE AND BENEATHALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)47.0"52.0"C.C.12.0"6.0"26.5"RECHARGER 280HD HEAVYDUTY CHAMBER4' PRECAST CONCRETE MANHOLE (DMH)4' - 0" I.D.FLEXIBLE BUTYLRUBBER SEALANT (TYP.)5" MIN6" MIN2' SUMPCOMPACTED SUBGRADEBASE WITH 6" LAYER OFCRUSHED STONE ON TOPKNOCKOUT'S TO BE MORTAREDWITH HYDRAULIC CEMENT(TYP.)4' - 11" O.D.24" MIN1' - 0"FLAT TOPCONCRETE COLLAR SET INMORTAR MAY BE USED FORGRADE ADJUSTMENTS8" HDPE ADS N-12 OUTFLOW PIPETO CULTEC S = .5% MIN.NOT TO SCALEBASE(HEIGHTVARIES)AS NEEDEDRISER24" CAST IRON FRAME AND COVER (H-20)8" HIGH FRAME 6" BELOW FINISH GRADE(TO BE SET IN FULL BED OF MORTAR)8" HDPE ADS N-12PIPES = .5% MIN.SEE UTILITY TRENCHDETAIL FOR BEDDINGOVERFLOW STRUCTURENOT TO SCALENYLOPLAST BRONZE GRATE &INTEGRATED DUCTILE IRONFRAME TO MATCH BASIN O.D.THE BACKFILL MATERIAL SHALL BE CRUSHEDSTONE OR OTHER GRANULAR MATERIALMEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINEDIN ASTM D2321.BEDDING & BACKFILL FOR SURFACEDRAINAGE INLETS SHALL BE PLACED &COMPACTED UNIFORMLY IN ACCORDANCEWITH ASTM D2321.4" ADS N-12 PIPENYLOPLAST INLINEDRAIN ADAPTOR8" ADS N-12 PIPECOLLECTOR PIPEOVERFLOWNOT TO SCALE6" ADS N-12OVERFLOW PIPE8" ADS N-12 COLLECTOR PIPETO OVERFLOW STRUCTURETRIM CHMABER INSPECTIONPORT KNOCK-OUT TO MATCH O.D.OF 6" INSPECTION PORT PIPE6" ADS N-12OVERFLOW PIPE8" ADS N-12 COLLECTOR PIPETO OVERFLOW STRUCTURESIDE VIEWSECTIONBOT. STONE EL = 4.5BOT. CULTEC EL = 5.0TOP. OF SYSTEM = 7.71GROUND WATER EL = 2.5MAINTAIN 2'SEPARATIONSEE PLAN SHEET C-103 FORLEACHING FIELD SIZE ANDUNIT COUNT1. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE DRAINAGE SYSTEM AREDESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENTOF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD OFA.A.S.H.T.O. H-20 WHEEL LOADS.2. PRIOR TO SETTING ANY DRAINAGE SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING CONDITIONS,INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE3. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER. ALLREQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION.4. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USEOF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN.5. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TOEXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION.6. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS INORDER TO LOCATE THEM ONCE BURIED.IF APPLICABLE:7. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANICMATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANYMATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWINGGRADATION REQUIREMENTS:SIEVESIZEPERCENTPASSING# 4# 50# 100# 2000%-5%0%-20%10%-100%100%SOIL REMOVAL NOTE:REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OFLEACHING FIELD DOWN TO "C" HORIZON AND REPLACE WITHSAND FILL IN ACCORDANCE WITH NOTE #10.NOTES: