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Springhill Suites Site Dwgs 10-9-2017
ENGINEER SECTION 15, TOWNSHIP 24S, RANGE 37E SURVEYOR UTILITY COMPANIES BUILDING SETBACKS GENERAL STATEMENT LOCATION MAP OWNER DRAWING INDEX ID SHEET TITLE # C-S COVER SHEET 1 C-1 2 SITE LAYOUT PLAN LEGAL DESCRIPTION CAPE CANANVERAL, BREVARD COUNTY, FLORIDA 8701 ASTRONAUT BOULEVARD CAPE CANAVERAL RADISSON SITE DATA AREA TABULATION C-2 3 4 PARKING CALCULATIONS EXISTING CONDITIONS & DEMOLITION PLAN 5 C-3 6 DIRECTIONS TO SITE SITE GRADING & DRAINAGE PLAN C-4 FDOT INDEXES & DUMPSTER ENCLOSURE DETAILS FLOOD ZONE & FEMA INFORMATION C-5 7 SITE UTILITIES PLAN C-7 8 C-8 9 CAPE CANAVERAL STANDARD DEV. NOTES C-9 10 C-11 11 C-6 12 13 C-10 POTABLE WATER DETAILS SANITARY SEWER DETAILS 14 15 C-12 C-13 SITE LIGHTING/PHOTOMETRICS PLAN 16 STORMWATER POLLUTION PREVENTION PLAN LEGAL DESCRIPTIONS OF BOUNDARY SURVEY1of1 L-1 L-2 LANDSCAPE PLAN SCHEDULES & NOTES LANDSCAPE DETAILS 17 C-14 18 C-15 C-17 C-16 POTABLE WATER DETAILS POTABLE WATER SPECIFICATIONS POTABLE WATER SPECIFICATIONS POTABLE WATER SPECIFICATIONS 19 20 21 MASTER SITE PLAN SITE DETAILS FDOT INDEXES MASTER SITE PLAN HOTELS IMPROVEMENTS C-18 22 SITE DETAILS SITE DETAILS C-19 23 Drawn: Scale: Proj #: Checked: 2016-035 Date:1-12-2017 of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comNO.REVISIONDATECAPE CANAVERAL RADISSONMASTER SITE PLANASTRONAUT BOULEVARDCAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #31547 C-S COVER SHEETAS SHWN WAA DTM DTM SITE R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 CS.dwg, 10/7/2017 3:59:04 PM 5.0'LPLPR S S 44.15'COMMERCE DRIVE 55.57'5.0'70. 9 8 'LPLPLPLPLPLPLPLPCB CB CBCBCBCBCSCBCBCBCSCBCBCBCBCBLPLPLPLP48.0'BREEZEWAYCOVERED WALKCOVERED WALK COVERED WALKCOVERED WALK COVERED WALKCOVERED WALKCOVERED WALK BREEZEWAY BREEZEWAYBREEZEWAYCOVERED WALKCOVERED WALK COVERED WALK COVERED WALKCOVERED WALK COVERED WALKCOVERED WALKSAND PITMULCH CHIP PITTENNISCOURTGAZEBO4' CHAIN LINK FENCE1 6 ' CHA IN L IN K FENC EXXX XX X XXXXXXXX X STAIRS25 PARKING SPACESBREEZEWAYCOVERED WALK COVERED WALK COVERED WALKSTAIRS STAIRSBARBREEZEWAY CONCRETE SIDEWALKCOVEREDPATIOPATIOBATHROOMSPAPOOLCHILDRENSPOOLDUCKROCKSROCKSDECORATIVEWALLSANDSLIDEOVERHEADROCKSWATERFALLHOLEFORTREEPONDCONCRETE SIDEWALKCOVERED RAMP RAMP SIGN RAMPLOADING DOCK CBSWALLCOVERED3 STORY C.B.S.AUDITORIUM1 STORY C.B.S.1 STORY 2 STORY C.B.S. C.B.S. 2 STORY C.B.S.2 STORY C.B.S. 2 STORY C.B.S. 2 STORY C.B.S. 2 STORY C.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.ASPHALT DRIVE NAILSTAIRSSTAIRSSTAIRSSTAIRSGRASSGRASSGRASSGRASSPARCEL 1C.O.WELLINV. 4" PIPE COCOVEREDCOVERED S.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELLSE. INV = 1.83SW. INV = 1.85N. INV = 1.78S.S.M.H.RIM = 5.0TOP = 4.85BOTTOM = 3.1 3 STORY BUILDING "C" 3 STORY BUILDING "B" 3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALK COVERED WALK STAIRS COVERED WALKSTAIRS STAIRSSTAIRS6 PARKING SPACES 9 PARKING SPACES LPLPLPLPCBCBCBCB CBCBCBCBLPCSLP LP LP GUY GUY GUYCOVEREDAREAN.T.S.MASTER SITE PLANDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-1 MASTER SITE PLAN1"=60'WAADTMDTMAREA OF PHASE 1WORKAREA OF PHASE 2WORKR:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-1.dwg, 10/9/2017 9:42:19 AM COVERED WALKCOVERED WALKCOVERED WALKBREEZEWAYBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKSAND PITMULCHCHIPTENNISCOURTGAZEBO4' CHAIN LINK FENCE16' CHAIN LINK FENCEXXXXXXXXXXXXX25 PARKING SPACESBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSSTAIRSBARBREEZEWAYCONCRETE SIDEWALKCOVEREDPATIOPATIOSPAPOOLCHILDRENSPOOLROCKSDECORATIVEWALLSANDSLIDEOVERHEADROCKSHOLEFORTREECONCRETE SIDEWALKCOVEREDRAMPRAMPSIGN1 STORY C.B.S.1 STORY2 STORYC.B.S.C.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.NAILSTAIRSSTAIRSGRASSGRASSGRASSGRASSC.O.WELLINV. 4" PIPECOCOVEREDS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELLSE. INV = 1.83SW. INV = 1.85N. INV = 1.78S.S.M.H.RIM = 5.03 STORYBUILDING "B"3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSCOVERED WALKSTAIRS6 PARKING SPACESLP LPCBCSLPLPLPGUY GUY GUYCOVEREDAREA 40'80'1" = 40'20'10'001" = 40'EXISTING SITE CONDITIONS/DEMOLITION PLANGENERAL NOTES1.2.3.4.CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS,MATERIALS AND SIZE OF ALL EXISTING UTILITIES ANDDRAINAGE STRUCTURES PRIOR TO CONSTRUCTION.EXISTING UTILITY SERVICES (FPL, BELL SOUTH, ECT.)TO EXISTING STRUCTURES BEING REMOVED SHALL BEABANDONED OR REMOVED BY RESPECTIVE UTILITYCOMPANY AT THE EXPENSE OF THE OWNER.CONTRACTOR SHALL COORDINATE REMOVAL/RELOCATION WITH UTILITY COMPANY.CONTRACTOR SHALL SECURE FL DEPARTMENT OFENVIRONMENTAL PROTECTION NOTICE OF INTENT TOUSE GENERIC PERMIT FOR STORMWATER DISCHARGEAS REQUIRED BY 62-621.300 (4) F.A.C. PRIOR TO ANYLAND DISTURBING ACTIVITY.LAND DISTURBING ACTIVITIES SHALL CONFORM WITH THEREQUIREMENTS OF THE STORMWATER POLLUTIONPREVENTION PLAN AS REQUIRED BY 62-621.300 (4) F.A.C. C-2 EXISTING CONDITIONS AND DEMOLITION PLAN1"=40'WAADTMDTMDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-2.dwg, 10/9/2017 9:43:29 AM Xref R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Architectural\Dwg Set Current\2016-035_base - First Floor.dwg COVERED WALKCOVERED WALKCOVERED WALKBREEZEWAYBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKSAND PITMULCHCHIPPITTENNISCOURTGAZEBO4' CHAIN LINK FENCE16' CHAIN LINK FENCEXXXXXXXXXXXXXXXSTAIRS25 PARKING SPACESBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSSTAIRSBARBREEZEWAYCONCRETE SIDEWALKCOVEREDPATIOPATIOBATHROOMSPAPOOLCHILDRENSPOOLROCKSROCKSDECORATIVEWALLSANDSLIDEOVERHEADROCKSHOLEFORTREECONCRETE SIDEWALKCOVEREDRAMPRAMPSIGN1 STORY C.B.S.1 STORY2 STORYC.B.S.C.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.NAILSTAIRSSTAIRSGRASSGRASSGRASSGRASSC.O.WELLINV. 4" PIPECOCOVEREDCOVEREDS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELLSE. INV = 1.83SW. INV = 1.85N. INV = 1.78S.S.M.H.RIM = 5.03 STORYBUILDING "B"3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSCOVERED WALKSTAIRS6 PARKING SPACESLP CSLPLPLPGUY GUY GUYCOVEREDAREA PLAN NOTES40'80'1" = 40'20'10'001" = 40'SITE LAYOUT PLAN C-3 SITE LAYOUT PLAN1"=40'WAADTMDTMDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-3.dwg, 10/9/2017 9:45:08 AM COVERED WALKCOVERED WALKCOVERED WALKBREEZEWAYBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKSAND PITMULCHCHIPPITTENNISCOURTGAZEBO4' CHAIN LINK FENCE16' CHAIN LINK FENCEXXXXXXXXXXXXX25 PARKING SPACESBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSSTAIRSBARBREEZEWAYCONCRETE SIDEWALKCOVEREDPATIOPATIOSPAPOOLCHILDRENSPOOLROCKSDECORATIVEWALLSANDSLIDEOVERHEADROCKSHOLEFORTREECONCRETE SIDEWALKCOVEREDRAMPRAMPSIGN1 STORY C.B.S.1 STORY2 STORYC.B.S.C.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.NAILSTAIRSSTAIRSGRASSGRASSGRASSC.O.WELLINV. 4" PIPECOCOVEREDS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELLSE. INV = 1.83SW. INV = 1.85N. INV = 1.78S.S.M.H.RIM = 5.03 STORYBUILDING "B"3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSCOVERED WALKSTAIRS6 PARKING SPACESLPLPLPGUY GUY GUYCOVEREDAREA WATER PLAN NOTESSPRINGHILL SUITESHOTELFUTURE HOTELGUY 40'80'1" = 40'20'10'001" = 40'SITE UTILITIES PLANDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-4 SITE UTILITIES PLAN1"=40'WAADTMDTM1" = 20'ENLARGED PLAN FOR HOTEL WATER SERVICESPRINGHILL SUITES SITE1" = 20'ENLARGED PLAN FOR HOTEL WATER SERVICEFUTURE HOTEL SITER:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-4.dwg, 10/9/2017 9:45:37 AM Xref R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Architectural\Dwg Set Current\2016-035_base - First Floor.dwg COVERED WALKCOVERED WALKCOVERED WALKBREEZEWAYBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKSAND PITMULCHCHIPPITTENNISCOURTGAZEBO4' CHAIN LINK FENCE16' CHAIN LINK FENCEXXXXXXXXXXXXXXXSTAIRS25 PARKING SPACESBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSSTAIRSBARBREEZEWAYCONCRETE SIDEWALKCOVEREDPATIOPATIOBATHROOMSPAPOOLCHILDRENSPOOLROCKSROCKSDECORATIVEWALLSANDSLIDEOVERHEADROCKSHOLEFORTREECONCRETE SIDEWALKCOVEREDRAMPRAMPSIGN1 STORY C.B.S.1 STORY2 STORYC.B.S.C.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.NAILSTAIRSSTAIRSGRASSGRASSGRASSGRASSC.O.WELLINV. 4" PIPECOCOVEREDCOVEREDS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELLSE. INV = 1.83SW. INV = 1.85N. INV = 1.78S.S.M.H.RIM = 5.03 STORYBUILDING "B"3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSCOVERED WALKSTAIRS6 PARKING SPACESLP CSLPLPLPGUY GUY GUYCOVEREDAREA 40'80'1" = 40'20'10'001" = 40'SITE GRADING AND DRAINAGE PLANDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-5 SITE GRADING AND DRAINAGE PLAN1"=40'WAADTMDTMR:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-5.dwg, 10/9/2017 9:46:13 AM 9'-10"5'-3"4'-7"12"DETECTABLE WARNING DETAIL Drawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-6 SITE DETAILSAS SHWNWAADTMDTMR:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-6 thru 11.dwg, 10/7/2017 3:40:16 PM Drawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-9 FDOT INDEXESAS SHWNWAADTMDTMR:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-6 thru 11.dwg, 10/7/2017 3:40:32 PM PLAN - EXTERIOR REFUSE RECEPTACLE / STORAGE8"REINFORCED CMUWALL WITH EIFS ONEXTERIOR FACESONLY (TYP)7'-0"6'-0"3'-0"3'-0"12'-0"8"STORAGE24'-8"8"12'-0"8"10'-8"8"15'-4" 14'-0"8"PAINT INTERIOR SIDEOF WALL ONLY, TYP.REINFORCED MASONRY PIERS6" DIAMETER STEEL PIPE BOLLARDSFILLED W/ CONCRETEREINFORCED MASONRY PIERSSTEEL GATE POST EACH SIDECONCRETE SLAB WITH REINFORCING6" MINIMUM TURN SLAB EDGE DOWN2HOSE BIBSEALED CONC.FLOORSLOPE 1/4" PER FOOTDOWNSPOUTAREA OF TRASHRECPT.110'-0" X 12'-0"CLEAR AREA MIN.GARAGE DOOROVERHEAD TRACKSECTION DETAILCONCRETE APRON -SLOPE AWAY FROMDOOR20'-0"MIN GARAGE DOORSTORAGE ROOM SLABEXPANSION JOINTCONCRETE DRIVE12'-8"NOTE:1. VERIFY DRAINAGE REQUIREMENTSWITH HEALTH INSPECTOR2. ADDITIONAL SPACE MAY BENEEDED FOR RECYLCING. DESIGNERTO COORDINATE REQUIREMENTSWITH OWNERWHEN LOCAL JURISDICTION ORCODE ALLOWS: PROVIDE A SANITARYTRENCH DRAIN AS REQUIREDPLANTINGSLOPE UP CEILING MOUNTEDLIGHT ABOVE: LOCATEAWAY FROM OPENDOOR.CONCRETE ENTRYRAMPREINFORCED CMU WALLWITH EIFS ON EXTERIORFACES ONLY (TYP)ELEVATION- EXTERIOR REFUSE RECEPTACLE / STORAGEEXTERIOR INSULATION FINISHSYSTEM (EIFS) TO MATCHFINISH OF MAIN HOTEL / TOWERMETAL COPING TO MATCHADJACENT WALL COLORDIAGONAL BRACINGWESTERN RED CEDAR OR EQUALLOCKABLE HASPDROP ROD, 1" DIAMETER X 2'-0"LONG WITH 90 DEGREE BEND6'x7' MANUALLY OPERATEDOVERHEAD GARAGE DOOR TOEXTERIOR STORAGE SPACESTEEL GATE POST EACH SIDECURB UP OR FLUSH WITH PARKINGLOT GRADE LEVEL - CONDITIONSMAY VARY - REFER TO SITE PLANINTERIOR CMU WALLBEYOND TO BE PAINTEDEXTERIOR INSULATION FINISHSYSTEM (EIFS) TO MATCHFINISH OF MAIN HOTEL / TOWERMETAL COPING TO MATCHADJACENT WALL COLOR1'-4" 9'-4" TO TOP OF BEAMSECTION- EXTERIOR REFUSE RECEPTACLE / STORAGE8" REINFORCED CMU W/ TRUSS TYPEREINFORCING4" REINFORCED CONCRETE SLABTURN SLAB EDGE DOWNWATER TIGHT STANDING SEAM METALROOF ON 30 LB FELT PAPER OVER EXT.GRADE PLYWOOD ON METAL `C' STUDSCONTINUOUS REGLET AT ROOF FORCOUNTER FLASHING8" CMU 'U' BLOCK BEAM OR BOND BEAMMETAL COPING TO MATCH ADJACENTWALL COLORTREATED WOOD BLOCKING ASREQUIRED AT TOP OF 8" 'U'BLOCK OR BOND BEAMALUMINIUM GUTTER AND DOWNSPOUTALL INTERIOR CMU SURFACES PAINTEDEXTERIOR INSULATION FINISH SYSTEM(EIFS) AT EXTERIOR BLOCK WALLS6" DIAMETER STEEL PIPE, CONCRETEFILLED BOLLARDS - PAINTEDCONCRETE SLAB WITH REINFORCINGTURN SLAB EDGE DOWN1/2" EXPANSION JOINT W/ SEALANT ORCONTINUOUS SLAB - CONDITIONS MAYVARY - REFER TO SITE PLANSLOPE ROOF ONE BLOCK COURSEGRADE, MAINTAIN POSITIVE DRAINAGEMETAL COPING TO MATCH ADJACENTWALL COLOR21Drawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-10 FDOT INDEXES & DUMPSTER ENCLOSURE DETAILSAS SHWNWAADTMDTMR:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-6 thru 11.dwg, 10/7/2017 3:40:58 PM Drawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547 C-11 SANITARY SEWER DETAILSAS SHWNWAADTMDTMR:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-6 thru 11.dwg, 10/7/2017 3:41:13 PM Drawn: Scale: Proj #: Checked: 2016-035 Date:1-12-2017 of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comNO.REVISIONDATECAPE CANAVERAL RADISSONMASTER SITE PLANASTRONAUT BOULEVARDCAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #31547 C-12 CAPE CANAVERAL STANDARD DEV. NOTESAS SHWN WAA DTM DTM CAPE CANAVERAL PUBLIC WORKS ENGINEERING STANDARD DEVELOPMENT NOTES CAPE CANAVERAL PUBLIC WORKS ENGINEERING STANDARD DEVELOPMENT NOTES GENERAL #..%105647%6+105*#..%10(14/61(&16&'5+)056#0&5 .#6'56'&+6+10 (&1656#0&52'%+(+%#6+105(1441#& $4+&)'%105647%6+10 .#6'56'&+6+10 %#2'%#0#8'4#.76+.+6;5'48+%'5%4+6'4+#(145#0+6#4;5'9'45;56'/5#0&%+6;1( %#2'%#0#8'4#.%1&'1(14&+0#0%'5 +557#0%'1(%'46+(+%#6'1(%1/2.'6+10 7210%1/2.'6+101(%105647%6+101(6*'241,'%6#0&24+14615%*'&7.+0)1( 6*'(+0#.+052'%6+106*'#22.+%#06146*'+4#76*14+<'&4'24'5'06#6+8'5*#..2418+&'6*'(1..19+0)&1%7/'06#6+1061 %#2'%#0#8'4#.27$.+%914-5'0)+0''4+0) C#%'46+(+%#6'1(%1/2.'6+10Ä4'37'56(14(+0#.+052'%6+10(14/6*'(14//756$'(41/#241('55+10#. 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/#;$'6#-'0#66*'241,'%6.1%#6+10+0.+'71(#66*'#52*#.62.#06#552'%+(+'&4'57.65/756$' 2418+&'&616*'%1706;9+6*+010'9''-#(6'46*'%1/2.'6+101(2#8+0) 6*'%1064#%6145*#..2418+&'37#.+6;%10641.&'05+6;#0&6*+%-0'556'56+0)+0#%%14�%'9+6*5'%6+105ÄÄ Ä#0&Ä #52*#.66'56+0)4'57.65(14'#%*%14'6#-'0#4'4'8+'9'&10#0+0&+8+&7#.$#5+5(146*+%-0'55#0&&'05+6;6*+%-0'55 #0&&'05+6;#8'4#)'5#5016'&+06#$.'Ä016'1(5'%6+10Ä 9+..016$'#%%'26'&0170&'461.'4#0%' (146*'6*+%-0'551('#%*#52*#.6%14'9+..$'#..19'& 2#8'/'06574(#%'5*#../''6#..4'37+4'/'06552'%+(+'&+05'%6+10Ä 6*'%1064#%6145*#..2418+&'37#.+6;%10641.574(#%'61.'4#0%'6'56+0)(1441#&9#;59+6*&'5+)052''&51(/2* 14)4'#6'4+0#%%14�%'9+6*Ä FOR FRICTION COURSE FC-5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATION: 6*'%1064#%6145*#..2418+&'2418+&'#0(&16#22418'&&'5+)0/+:#22418'&$;6*''0)+0''41(4'%14&(146*' 241,'%66127$.+%914-5'0)+0''4+0)(+8'$75+0'55&#;524+14612#8+0)6*'/+:&'5+)05*#../''6(&16/+0+/7/ 4'37+4'/'065#5176.+0'&+05'%6+10Ä &'5+)0/+:'5$;(&16%'46+(+'&/+:&'5+)0'456*#6#4'016(&16 #22418'&9+..016$'#%%'26'& 6*'%1064#%6145*#..2418+&')4#+10#0&$+0&'4%106'066'56+0)+0#%%14�%'9+6*5'%6+10Ä Ä 6*' 5#/2.' 5 /#;$'6#-'0#66*'241,'%6.1%#6+10+0.+'71(#66*'#52*#.62.#06#552'%+(+'&4'57.65/756$'2418+&'& 616*'%1706;9+6*+010'9''-#(6'46*'%1/2.'6+101(2#8+0) 2#8'/'06574(#%'5*#../''6#..4'37+4'/'06552'%+(+'&+05'%6+10Ä 37#.+6;%10641.%14'$14+0)55*#..$'1$6#+0'&(146*+%-0'556'56+0)75+0)5'%6+10Ä 6*'%1064#%6145*#..2418+&'37#.+6;%10641.574(#%'61.'4#0%'6'56+0)(1441#&9#;59+6*&'5+)052''&51(/2* 14)4'#6'4+0#%%14�%'9+6*5'%6+10Ä FOR SUPERPAVE FRICTION COURSES FC-9.5 & FC-12.5 AS SPECIFIED IN THE 2010 FDOT STANDARD SPECIFICATIONS: 6*'%1064#%6145*#..2418+&'#0(&16#22418'&&'5+)0/+:#22418'&$;6*''0)+0''41(4'%14&(146*'241,'%661 27$.+%914-5'0)+0''4+0)(+8'$75+0'55&#;524+14612#8+0)6*'/+:&'5+)05*#../''6(&16/+0+/7/4'37+4'/'065#5 176.+0'&+05'%6+10Ä &'5+)0/+:'5$;(&16%'46+(+'&/+:&'5+)0'456*#6#4'016(&16#22418'&9+..016$' #%%'26'& 6*'%1064#%6145*#..2418+&')4#+10#0&$+0&'4%106'066'56+0)+0#%%14�%'9+6*5'%6+10Ä Ä 6*' 5#/2.' 5 /#;$'6#-'0#66*'241,'%6.1%#6+10+0.+'71(#66*'#52*#.62.#06#552'%+(+'&4'57.65/756$'2418+&'& 616*'%1706;9+6*+010'9''-#(6'46*'%1/2.'6+101(2#8+0) 6*'%1064#%6145*#..2418+&'37#.+6;%10641.&'05+6;#0&6*+%-0'556'56+0)+0#%%14�%'9+6*5'%6+105ÄÄ ÄÄÄ#0&Ä #52*#.66'56+0)4'57.65(14'#%*%14'6#-'0#4'4'8+'9'&10#0+0&+8+&7#.$#5+5(146*+%-0'55#0&&'05+6;6*+%-0'55 #0&&'05+6;#8'4#)'5#5016'&+06#$.'Ä016'1(5'%6+10Ä 9+..016#%%'26'&0170&'461.'4#0%'(14 6*'6*+%-0'551('#%*#52*#.6%14'9+..$'#..19'& 2#8'/'06574(#%'5*#../''6#..4'37+4'/'06552'%+(+'&+05'%6+10Ä 6*'%1064#%6145*#..2418+&'37#.+6;%10641.574(#%'61.'4#0%'6'56+0)(1441#&9#;59+6*&'5+)052''&51(/2* 14)4'#6'4+0#%%14�%'9+6*Ä CONCRETE BOX CULVERT NOTES #..%105647%6+105*#..%1/2.;9+6*(&16&'5+)056#0&5 .#6'56'&+6+10 (&1656#0&52'%+(+%#6+105(1441#& #0&$4+&)'%105647%6+10 .#6'56'&+6+10 #0&%#2'%#0#8'4#.56#0&5 24+146156#461(%105647%6+106*'5+6'%1064#%6145*#..$'4'52105+$.'(142418+&+0)5647%674#.'0)+0''4+0) &4#9+0)5 5+)0'& 5'#.'&$;#241('55+10#.'0)+0''4.+%'05'& 4')+56'4'&+06*'56#6'1((.14+&# (14#.. %1/210'0651(6*'%10%4'6'$1:%7.8'465+0%.7&+0)9+0)9#..561'5.#$ %761((9#..5#0&*'#&9#..56*' &4#9+0)55*#..+0%.7&'37#06+6+'56#$7.#6+105(14%.#55+8%10%4'6' %7$+%;#4&5 #0&4'+0(14%+0)56''. 2170&5 6*'&'5+)0/756$'$#5'&10(&165.1#& 4'5+56#0%'(#%614&'5+)0 .4(& 241)4#/5'2#4#6'&4#9+0)5#4'4'37+4'& (14#..9+0)9#..561'5.#$5 %761((9#..5#0&*'#&9#..59*+%*/756$'%#56Ä+0Ä2.#%'2'4(&1652'%+(+%#6+105 #..$1:%7.8'46/#6'4+#.56*#6#4'61$'+056#..'&70&'441#&9#;5#0&14&4+8'9#;5#4'61$'&'.+8'4'&615+6' #0& 2#55+0+6+#.+052'%6+105 24+146156#461(&'/1.+6+101(':+56+0)5;56'/ %10%4'6' 24'%#5614%#56Ä+0Ä2.#%' 4'37+4'/'065 %.#55+8 25+ 4'+0(14%+0)56''.4'37+4'/'065 #56/#)4#&'&'(14/'&$#470.'5516*'49+5'016'&9+6*#/+0+/7/%.'#4#0%' 1( 6*4''+0%*'5 70.'5516*'49+5'5*190'37#.#4'#57$56+676+101(9'.&'&9+4' 994 4'+0(14%'/'06+5 2'4/+66'& 4'('461(&16+0&':(1424'%#56%10%4'6'$1:%7.8'465.#$ 9#..6*+%-0'55'54'+0(14%'/'06#4'#5)'0'4#. 016'5 5*''61( #0&9'.&'&9+4'4'+0(14%'/'06$'0&+0)&+#)4#/5 5*''61( 4'('461(&16+0&':(14%10%4'6'$1:%7.8'46&'6#+.54'.#6'&61.4(& 4'('461(&16+0&':(145722.'/'06#.&'6#+.5(1424'%#56%10%4'6'$1:%7.8'465 +(4'37+4'&$;Ä2#5527/2+0)#0&142+2+0)5*#..$'#22418'&$;%#2'%#0#8'4#.27$.+%914-524+14616*'56#461( %105647%6+10R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-12.dwg, 10/7/2017 3:41:55 PM CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1SEPARATION SEPTEMBER, 2013COCOA TYPICAL REQUIRED SEPARATION J. WILLIAMS T. TURNERTYPICAL REQUIRED CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1W.S.S.C. VALVE BOXES SEPTEMBER, 2013COCOA VALVE EXTENSION STEM J. WILLIAMS T. TURNERVALVE EXTENSION STEM FOR CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1NOTES & DETAILS SEPTEMBER, 2013COCOA THRUST BLOCK NOTES & DETAILS J. WILLIAMS T. TURNERTHRUST BLOCK CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1TAPPING SADDLE AND VALVE SEPTEMBER, 2013COCOA TAPPING SADDLE AND VALVE J. WILLIAMS T. TURNER CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1STORM DRAIN CROSSING SEPTEMBER, 2013COCOA STORM DRAIN CROSSING J. WILLIAMS T. TURNER CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1 "N" PATTERN DOUBLE CHECK SEPTEMBER, 2013COCOA N PATTERN DOUBLE CHECK DETECTOR ASSEMBLY J. WILLIAMS T. TURNER DETECTOR ASSEMBLY CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1JUMPER & METER ASSEMBLY SEPTEMBER, 2013COCOA JUMPER & METER ASSEMBLY J. WILLIAMS T. TURNERCHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1 DOUBLE CHECK SEPTEMBER, 2013COCOA DOUBLE CHECK DETECTOR ASSEMBLY J. WILLIAMS T. TURNER DETECTOR ASSEMBLY CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1 SEPTEMBER, 2013COCOA 3 IN AND LARGER METER WITH BACKFLOW J. WILLIAMS T. TURNER 3 INCH AND LARGER METER WITH BACKFLOW PREVENTER ABOVE GROUND INSTALLATION 2016-011 8-08-2016NO.REVISIONDATE1COUNTY COMMENTS OF 12-2-201612-7-2016Drawn: Scale: Proj #: Checked: Date: of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comAZALEA AVENUEWAREHOUSE DEVELOPMENTAZALEA AVENUEMERRITT ISLAND, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #315472CHANGES BY OWNER3-27-20173CHANGES BY OWNER8-31-2017 C-13 POTABLE WATER DETAILSAS SHWN WAA DTM DTM R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C13 C14.dwg, 10/7/2017 3:43:20 PM 33 79 20"16" 45 66 12" 22 53 PIPE SIZE 9 16 8 234 14 7 11 6 193151 10" 19 45 6" 12 29 16 38 8" 9 5 128 8 4 6 3 82 107 45°BEND 90°BEND 11-1/4°BEND 22-1/2°BEND PLUG, BRANCH OF 273 19 38 91 24" ON EACH SIDE OF FITTING(S) NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINTS. 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN SHOWN IN THE TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. ALL LINE VALVES AND THROUGH RUN OF TEES SHALL BE RESTRAINED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: WORKING PRESSURE: 150 PSI SOIL DESIGNATION: SM (SAND SILT) LAYING CONDITIONS: 3 6. TABLE IS FOR PVC AND WRAPPED DUCTILE IRON. RESTRAINED PIPE TABLE WATER AND RECLAIMED WATER MAINS 4" TYPE 9 21 5 3 58 CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1 RESTRAINED PIPE TABLE WATER MAINS WATER & RECLAIMED SEPTEMBER, 2013COCOA RESTRAINED PIPE TABLE WATER AND RECLAIMED J. WILLIAMS T. TURNER TEE, VALVE MINIMUM LENGTH (FT) TO BE RESTRAINED CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1LOCATING WIRE DETAIL SEPTEMBER, 2013COCOA LOCATION WIRE DETAIL J. WILLIAMS T. TURNER FINISHED GRADE LOCATING WIRE LOCATING WIRE WATER, WASTEWATER, OR RECLAIMED MAIN NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (#12 CCS) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE TAPED EVERY 10' TO TOP CENTERLINE OF THE PIPE. 2. WIRE IS TO BE CONNECTED TOGETHER USING AN UNDERGROUND WIRE NUT WITH A SILICON BASED SEALANT. 3. SEE SECTION 1.5.5. WIRE TO BE TAPED EVERY 10' CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1VALVE BOX DETAIL SEPTEMBER, 2013COCOA GATE VALVE & VALVE BOX DETAIL J. WILLIAMS T. TURNER GATE VALVE AND CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1FITTING DETAIL SEPTEMBER, 2013COCOA GATE VALVE & FITTING DETAIL J. WILLIAMS T. TURNERGATE VALVE AND CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1FIRE HYDRANT DETAIL SEPTEMBER, 2013COCOA FIRE HYDRANT DETAIL J. WILLIAMS T. TURNER CHECKED BY: ACAD NAME: DRAWN BY: DATE: SHEET: SCALE: DESIGN BY:1 OF 1ALIGNMENT RING SEPTEMBER, 2013COCOA ALIGNMENT RING J. WILLIAMS T. TURNER ALIGNMENT RING NOTES: 1. FOR ALL VALVES REGARDLESS OF SIZE AND DEPTH. 2016-011 8-08-2016NO.REVISIONDATE1COUNTY COMMENTS OF 12-2-201612-7-2016Drawn: Scale: Proj #: Checked: Date: of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comAZALEA AVENUEWAREHOUSE DEVELOPMENTAZALEA AVENUEMERRITT ISLAND, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #315472CHANGES BY OWNER3-27-20173CHANGES BY OWNER8-31-2017 C-14 POTABLE WATER DETAILSAS SHWN WAA DTM DTM R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C13 C14.dwg, 10/7/2017 3:43:57 PM 1.2 MATERIAL SPECIFICATIONS 1.2.1 PIPE 1.2.1.1 Polyvinyl Chloride Pressure Pipe, 4"-12" Polyvinyl chloride pressure pipe (sizes 4" through 12") will be cast iron pipe equivalent outside diameter Class 235 (DR 18) conforming to the American Water Works Association's (AWWA) specification C900 and will be blue or white in color. Pipe will be in standard 20-foot lengths. All joints will be of the elastomeric-gasket type with thickened, integral solid-wall bell or coupling with the same DR as the barrel. All PVC pipe and couplings will bear the UL label and NSF approval for potable water. 1.2.1.2 Fusible Polyvinyl Chloride Pipe, 4” thru 12" WŽůLJǀŝŶLJůĐŚůŽƌŝĚĞƉƌĞƐƐƵƌĞƉŝƉĞ;ƐŝnjĞϰΗƚŚƌŽƵŐŚϭϮ͟ͿǁŝůůďĞĐĂƐƚŝƌŽŶƉŝƉĞĞƋƵŝǀĂůĞŶƚŽƵƚƐŝĚĞ diameter and a pressure rating of 235 p.s.i. (DR 18) conforming to AWWA specification C900 and will be blue or white in color. Fusible PVC pipe shall be supplied by Underground Solutions, Inc. It shall be installed in accordance with the suppliers' specifications. All PVC pipe will bear the UL label and NSF approval for potable water. 1.2.1.3 Ductile Iron Pipe Ductile iron pipe will be cement-lined pressure Class 350 for 12-inch diameter and smaller and Class 250 for 14-inch and larger conforming to AWWA specification C151. Water main and storm drain crossing conflicts will be properly designed by the project engineer and approved by the Utilities Department prior to installation. Water mains that are less than 10 feet apart from building foundations or other permanent objects will be ductile iron pipe. In no case will water mains be located less than 5 feet from foundations. The above distances will be doubled for water mains larger than 8" in diameter. Polyethylene sleeve conforming to AWWA specification C105 will be provided for all installations. The polyethylene sleeve will be sealed with tape, and shall be blue for water mains. 1.2.1.4 High Density Polyethylene (HDPE) Pipe HDPE pipe is generally not accepted in the City of Cocoa water system, except as a carrier pipe for a pressurized utility main. 1.2.1.5 Reclaimed Water PVC pipe installed in reclaimed water systems will be Class 235 (DR 18) conforming to AWWA specification C900 and will be purple in color. Ductile iron pipe installed 1.2.2.4 Valve Boxes Valve boxes and lids must be manufactured in the U.S.A. Boxes and lids must be structurally equal to those produced by East Jordan Iron Works or Tyler and must have 5-1/4" minimum inside diameter. Cast iron valve boxes will consist of a circular cast iron top and bottom section. The depth must be determined and the appropriate valve box must be installed. No PVC or Ductile is permitted in the valve box. Boxes must be set flush with finished ground surface in such a manner as to permit easy use of a valve wrench and to prevent surface loads from being transmitted to the valve or pipe. Box sections must be telescopic and adjustable. Valve box lids should have the word "WATER" or "SEWER" or "REUSE", as appropriate, cast on the top. A concrete pad (24" L x 24" W x 4" D) will be poured around all boxes at finished grade level unless the valve is located in a paved roadway or parking lot. 1.2.2.5 Valve Extensions If the depth of the valve nut is greater than 48" below grade, or 30" below grade and under the water table, a valve extension stem will be required. The extension will have a centering collar and will be mechanically attached to the valve operating nut, such as extensions manufactured by the General Engineering Company, Model #4840-0001-3, or an approved equal to be determined by the Engineering Supervisor or his/her designee. 1.2.2.6 Valve Box Debris Shield All buried valves 4-inch through 12-inch requiring a valve box shall be furnished with a valve box shield (alignment device). The device shall minimize debris infiltration and center the valve box over the operating nut. The device shall be of HDPE or plastic and colored white or black. It shall be furnished in two pieces that will lock together under the operating nut without requiring the removal of the operating nut. The device shall not affect the operation of the valve. No one-piece device will be accepted. The device shall be Box Lok, American or approved equal. 1.2.2.7 Insert Valve Specification The Insert Valve shall conform to the following: The Ductile Iron 250 p.s.i.g. Insert Valve shall be a Resilient Wedge Gate Valve designed for use in potable water, raw water, reclaimed water, wastewater and backflow control systems. The host pipe shall not be a permanent component of the Insert Valve. The ductile iron body, bonnet and wedge provide strength and a pressure rating that meets or exceeds the requirements of AWWA C515. Insert Valve shall be ductile iron construction meeting ASTM A536 Grade 65-45-12. Sizes 12" and smaller must be capable of working on Cast/Grey Iron or Ductile Iron Class A, B, C and D, IPS PVC, C900 and C909 PVC, Steel, AC pipe diameters without changing either top or bottom portion of split valve body. The Insert Valve shall have a 250 psig maximum working pressure. The pressure rating markings must be cast into the body of the insert valve. The construction of the Resilient Wedge shall comply with AWWA C509 requirements. The ductile iron wedge shall be fully encapsulated with EPDM rubber by a high pressure and high temperature compression or injection mold process. The resilient wedge shall seat on the valve body and not the pipe to obtain the optimum seating and flow control results. The resilient wedge shall be totally independent of the carrier pipe. The resilient wedge shall not come into contact with the carrier pipe or depend on the carrier pipe to create a seal. The Resilient wedge must ride inside the body channels to maintain wedge alignment throughout its travel. The insert valve is fully epoxy coated on the interior and the exterior. Valve shall be coated with a minimum of 10 mils epoxy in compliance with AWWA C550 and certified to ANSI/NSF-61. The stuffing box, operating stem and resilient wedge (complete bonnet and all moving parts) shall be removable, repairable and or replaceable under pressure. ^ĞĞƉƉĞŶĚŝdž͟͞ƉƉƌŽǀĞĚDĂƚĞƌŝĂůƐĨŽƌĂƉƉƌŽǀĞĚ/ŶƐĞƌƚŐĂƚĞǀĂůǀĞƐ͘ 1.2.6.2 Curb Stops, 3/4" - 2" Curb stops 3/4" and 1" in size will be Flare-by-Meter Coupling. Curb stops must have locking wings and a swivel meter nut. Curb stops that are 1-1/2" or 2" will be flare-by-flange with locking wing or an approved equal. All curb stops shall be centered in the meter box and installed in a horizontal position. 1.2.6 1. Tapping saddles to be placed on asbestos concrete (AC) pipe shall be a JCM 432 All Stainless Steel Sleeve or equal. 1.2.4.5 Line Stop Sleeve Specifications Sizes 4” through 12” Sleeve/Body The entire Line Stop sleeve shall be fabricated from 304 Stainless Steel. They shall have a ƉĂƐƐƚŚƌŽƵŐŚďŽůƚĚĞƐŝŐŶĂŶĚƉƌŽǀŝĚĞϯϲϬΣƐĞĂůĂƌŽƵŶĚƚŚĞƉŝƉĞ͘dŚĞůŝŶĞƐƚŽƉƐůĞĞǀĞŝƐƚŽďĞ fully passivated to return the stainless steel to its highest corrosion resistance stage. Outlet ŽŶƐůĞĞǀĞǁŝůůďĞĨƵůůƉŽƌƚ͕ŝĞ͘ŽŶϴ͟ƐůĞĞǀĞ͕ŽƵƚůĞƚǁŝůůďĞϴ͕͟ŽŶϲ͟ƐůĞĞǀĞ͕ŽƵƚůĞƚǁŝůůďĞϲ͘͟ Bolts, Nuts & Washers 18-8 Type 304 Stainless Steel, the bolts shall be track head type and furnished with permanently lubricated heavy-hex nuts and stainless washers. Gasket The full circumferential gasket shall be molded of synthetic rubber compounded for use with water salt solutions, mild acids, bases and sewage. The gasket shall have a gridded surface, be a full 1/4" thick with 304 stainless steel bridge plates molded flush into the gasket and have a raised hydromechanical outlet seal to seal against line surges and water hammer. Pressure Rating The sleeves shall be rated at 150 PSI hydrostatic with a test pressure of 200 PSI on pipe with a full circumferential break. Line Stop Sleeves shall be JCM 440 Line Stop Sleeve or approved equal. Drawn: Scale: Proj #: Checked: 2016-035 Date:1-12-2017 of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comNO.REVISIONDATECAPE CANAVERAL RADISSONMASTER SITE PLANASTRONAUT BOULEVARDCAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #31547 C-15 POTABLE WATER SPECIFICATIONSAS SHWN WAA DTM DTM R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C15-16-17.dwg, 10/7/2017 3:44:29 PM 1.2.6.3 Corporation Stops, 3/4" - 2" All corporation stops for water service ¾” thru 2” will be brass and have “CC” inlet threads and copper flare outlet. 2” Corporation stops for “jumpers” will be “CC”-by- F.I.P. 1.2.6.4 Meter Boxes Meter boxes are to be plastic with an iron flipper lid with a full pin hinge, Service locations will be permanently cut and painted on concrete curb or the street with a blue "W" for potable water or a purple "R" for reclaimed. Reclaimed services will be located at the opposite lot corner from water services where practical or with five feet minimum separation. For larger 1-1/2 and 2-inch meters, 17” x 30” meter boxes shall be used. For areas that are anticipated for high traffic areas, a traffic rate H-20 meter box shall be used. Reclaimed Water services will be set in purple meter boxes per section 2.6.4 above. They are also required to have a 3" x 5" permanent plastic tag, secured to the curb stop with a nylon tie wrap, will be supplied. Tags will be inscribed, "RECLAIMED WATER DO NOT DRINK". Brass fittings used for Reclaimed Water are exempt from the “no lead” requirement. 1.3 PROTECTION OF PROPERTY AND OBSTRUCTIONS 1.3.1 PROTECTION Temporary supports and/or adequate protection and maintenance must be provided on all underground and surface structures encountered in the progress of the work. Structures that have been disturbed will be restored to a condition equal to their original state upon completion of the work. 1.3.2 OBSTRUCTIONS All utility owners must be notified prior to beginning construction. Any known obstructions will be shown on the plans. The utmost caution will be taken in all operations to avoid damage to existing obstructions whether or not shown on the plans. Damage to other utilities will be at the Contractors expense. If the contractor encounters any unforeseen obstructions during construction, he shall immediately cease work in that area and notify the project engineer. The project engineer shall design and provide detailed drawings to correct the situation. The drawings shall be submitted Drawn: Scale: Proj #: Checked: 2016-035 Date:1-12-2017 of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comNO.REVISIONDATECAPE CANAVERAL RADISSONMASTER SITE PLANASTRONAUT BOULEVARDCAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #31547 C-16 POTABLE WATER SPECIFICATIONSAS SHWN WAA DTM DTM R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C15-16-17.dwg, 10/7/2017 3:44:47 PM Drawn: Scale: Proj #: Checked: 2016-035 Date:1-12-2017 of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comNO.REVISIONDATECAPE CANAVERAL RADISSONMASTER SITE PLANASTRONAUT BOULEVARDCAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #31547 C-17 POTABLE WATER SPECIFICATIONSAS SHWN WAA DTM DTM R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C15-16-17.dwg, 10/7/2017 3:45:03 PM 25 PARKING SPACESNAILS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINELPLPLPGUY GUY GUYCOVEREDAREA LIGHT POLE DETAIL40'80'1" = 40'20'10'001" = 40'SITE LIGHTING/PHOTOMETRICS PLAN C-18 SITE LIGHTING/PHOTOMETRICS PLAN1"=40'WAADTMDTMDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547NOTES: 1.WALL MOUNTED LIGHT FIXTURE "A", INSTALL AT 16' A.F.F., TYPICAL,CONNECT TO HOUSE PANEL AND CONTROLLED BY PHOTOCELL.2.ALL LIGHTING FIXTURES SHALL BE ORIENTED AS INDICATED.3.SITE LIGHTING MUST CONFORM TO BREVARD COUNTY CODE 62-2257 (A)AND IS REQUIRED TO BE DEMONSTRATED AND MET PRIOR TO THE ISSUANCEOF A CERTIFICATE OF OCCUPANCY OF A BUILDING PERMIT APPROVED BYBREVARD COUNTY.StatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinCalc Zone #10.7 fc7.9 fc0.0 fcN/AN/AScheduleSymbolLabelQuantityManufacturerCatalog NumberDescriptionLampNumber LampsFilenameLumens Per LampLight Loss FactorWattageA19Lithonia LightingCSXW LED 30C 700 40K T2MCONTOUR SERIES LED WALL-MOUNT WITH 30 4000K LEDS OPERATED AT 700mA AND PRECISION MOLDED ACRYLIC TYPE II LENSLED1CSXW_LED_30C_700_40K_T2M.ies7561169B3Lithonia LightingKAD LED 60C 1000 30K R4 MVOLTKAD LED, 60 LED, 1 AMP MVOLT DRIVER, 3000K, TYPE 4 OPTICS.LED1KAD_LED_60C_1000_30K_R4_MVOLT.ies192701216... R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-18.dwg, 10/9/2017 10:03:49 AM ONLY SYNTHETIC HAY BALESSHALL BE PERMITTEDA:SEE STORMWATER MANAGEMENT CRITERIA FOR MINIMUM STANDARDS.THIS PLAN IS INTENDED TO COMPLY WITH APPROPRIATE CONDITIONS OF THE BREVARD COUNTY LANDDEVELOPMENT REGULATIONS, THE RULES OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,CHAPTER 17-25, F.A.C., AND THE ST. JOHN'S WATER RIVER MANAGEMENT DISTRICT. DURING ALL CONSTRUCTIONACTIVITIES THIS PLAN ADDRESSES THE FOLLOWING AREAS:1.GENERAL EROSION CONTROL2.PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION.3.CONTROL OF WIND EROSIONTHE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATESITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED IS A CROSS-REFERENCE TO ADIAGRAM OR FIGURE REPRESENTING THE TECHNIQUE.IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BMP(S). THECONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED INFDOT INDEX # 100-104 AND AS REQUIRED BY NPDES AND AS NECESSARY FOR EACH SPECIFIED APPLICATION.SECTION 1 GENERAL EROSION CONTROLGENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL LAKESLOPE CAVE-INS. WHILE THE VARIOPUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULDBE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES.CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BECOVERED WITH HAY OR OVER SEEDED AND PERIDICALLY WATERED SUFFICIENTLY TO STABILIZE THETEMPORARY GROUND COVER.SLOPES OF BANKS OF RETENTION / DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 3H:1VFROM TOP OF BANK TO TWO FEET BELOW NORMAL WATER LEVEL UNLESS SPECIFIED OTHER WISE.SOD SHALL BE PLACED A MINIMUM OF A 2-FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETSAS SHOWN IN FIGURE 5 OR AS REQUIRED BY THE LANDSCAPE PLAN OR CONTRACT DOCUMENTS. SOD SHALL BEPLACED BEFORE SILT BARRIERS, SHOWN IN FIGURE 8, ARE REMOVED.SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION.SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING, AT A MINIMUM, THE FOLLOWING BMP'S ANDOTHER MEASURES AS REQUIRED IN THE PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS.WHERE PRACTICAL, STORM WATER SHALL BE CONVEYED BY SWALES.EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATEDDOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITESPECIFIC, THE FOLLOWING MEASURES SHALL BE UTILIZED AT A MINIMUM.IN GENERAL EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION.STORM WATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN IN FIGURE 2, 3, AND 9.PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLETCONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE OR ASOTHERWISE REQUIRED.HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL,GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORM WATER COLLECTIONAND TREATMENT SYSTEMS. CONTRACTOR SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND,AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS,CONTRACTORS SHALL HAVE AVAILABLE AND SHALL USE ABSORBENT FILTER PADS OR OTHER METHODS TOCLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE.SILT BARRIERS SHALL BE ERECTED AS SHOWN PRIOR TO THE INITIATION OF CLEARING OR EARTHWORK ANDSHALL REMAIN UNTIL VEGETATIVE COVER OR ALL DISTURBED AREAS HAVE BEEN ESTABLISHED OR AS REQUIREDBY THE OWNER. SILT BARRIERS SHALL BE CONTINUOUSLY MAINTAINED FOR ENTIRE PROJECT DURATION. SILTBARRIERS SHALL NOT BE REMOVED UNTIL APPROVED BY THE OWNER. SILT BARRIERS, ANY SILT WHICHACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVEDPROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS.WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKEOR SWALE AND IN THE ABSENCE OF AN ACCEPTABLE TEMPORAY LAKE OR SUMP AREA, A TEMPORARY SUMPSHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP.SECTION 3CONTROL OF WIND EROSIONWIND EROSION SHALL BE CONTROLLED BY EMPLOYING BMP'S WHICH SHALL INCLUDE THE FOLLOWING AND/OROTHER METHODS AS A MINIMUM:BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSAY TO MINIMIZE THE TRANSPORTOF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOTBEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDERCONSTRUCTION.AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARREN EARTH AREAS SHALL BE VEGETATED.AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOTEFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARENECESSARY FOR SUCH CONTROLL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUSTCONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THEDETAIL FOR A SILT FENCE SHOWN IN FIGURE 1 EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET.GENERAL SITE INFORMATIONSITE DESCRIPTION:THE SITE IS BEING DEVELOPED IN TWO PHASES. PHASE ONE IS 3.88 ACRE INDUSTRIAL LAND LOCATED IN THECOUNTY OF BREVARD ON WAELTI DRIVE OFF OF NORTH WICKHAM ROAD. THE SITE IS BORDERED TO THE NORTHBY INDUSTRIAL PROPERTY AND SOUTH BY INDUSTRIAL PROPERTY, TO THE WEST BY WAELTI DRIVE, AND TO THEEAST BY THE FLORIDA EAST COAST RAILROAD RIGHT OF WAY.TOTAL AREA AND DISTURBED AREA:THE TOTAL SITE AREA IS +/-9.85 ACRES. THE TOTAL AREA TO BE DISTURBED IS APPROXIMATELY 3.88 ACRES.QUALITY RECEIVING SURFACE WATERS AND WETLANDS:THE RECEIVING WATER BODY FOR THE SITE DISCHARGE A DRAINGE DITCH ON THE NORTH SIDE OF THEPROPERTY WHICH EVENTUALLY DISCHARGES INTO THE INDIAN RIVER LAGOON SYSTEM TO THE EAST OF THEPROPERTY.EXISTING SOIL TYPES:ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SURVEY (USDA S.C.S.)OF BREVARD COUNTY, THE MAJORITY OF THE SITE SOILS ARE MAPPED AS QUARTZIPSAMMENTS, SMOOTHED (52).STORM WATER POLLUTION PREVENTION MEASURES AND CONTROLS:THERE ARE A VARIETY OF CONTROLS PROPOSED FOR THIS SITE. SOME CONTROLS ARE INTENDED TO FUNCTIONTEMPORARILY AND WILL BE USED AS NEEDED FOR POLLUTANT CONTROL. THESE INCLUDE TEMPORARYSEDIMENT BARRIERS AND SILT FENCES. FOR MOST DISTURBED AREAS, PERMANENT STABILIZATION WILL BEACCOMPLISHED BY COVERING THE SOIL WITH PAVEMENT OR VEGETATION.SOIL STABILIZATION:THE PURPOSE OF SOIL STABILIZATION IS TO PREVENT SOIL FROM LEAVING THE SITE IN THE NATURAL CONDITION,SOIL IS STABILIZED BY NATIVE VEGETATION THE PRIMARY TECHNIQUES TO BE USED AT THIS PROJECT FORSTABILIZATION AFTER CONSTRUCTION WILL BE TO PROVIDE PROTECTIVE TURF GRASS OR PAVEMENT.NOTES:ACCESS SHALL BE PROVIDED BY AN UNOBSTRUCTED ALL WEATHER DRIVING SURFACE CAPABLE OF SUPPORTINGTHE LOADS IMPOSED BY RESPONDING APPARATUS OF NOT LESS THAN 20 FEET AND SHALL BE MAINTAINEDDURING CONSTRUCTION (SEE FIGURE 6). THE LOCATION OF EROSION CONTROL FEATURES SHOWN ON THIS PLANREPRESENTS MINIMUM REQUIREMENTS. DEPENDING UPON THE CONTRACTORS OPERATIONS, IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN ANY NECESSARY EROSION CONTROL FACILITIESNEEDED TO CONTROL EROSION OR THE DISCHARGE OF TURBIDITY INTO DOWNSTREAM WATERS OR ADJACENTPROPERTY.SWPPP COORDINATOR DUTIES:THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING AND ALL OTHER REQUIREMENTS OF THE EPA, SJRWMD,CITY OF MELBOURNE AND BREVARD COUNTY REGULATIONS:1.MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES INCLUDING:DATES WHEN MAJOR GRADING ACTIVITIES OCCUR.DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE IN A PORTION OF THE SITE.DATES WHEN STABILIZATION MEASURES ARE INITIATED ON SITE.RECORDS MUST BE MAINTAINED AT THE JOB SITE.2.PREPARE INSPECTION REPORTS SUMMARIZING:QUALIFICATIONS OF INSPECTOR.DAILY RAINFALL TOTALS.MEASURES/AREAS INSPECTED.CHANGES NECESSARY TO THE SWPPP.INSPECTION SHALL BE COMPLETED ON A WEEKLY BASIS.AND AFTER RAINFALL EVENTS EXCEEDING ¼” INTENSITY.3.A SAMPLE INSPECTION FORM SHALL BE SUPPLIED TO THE CONTRACTOR FOR HIS USE. CONTRACTOR MUSTUTILIZE THIS INSPECTION FORM OR AN APPROVED EQUIVALENT.4.CONTRACTOR MUST EXECUTE NPDES CERTIFICATION FORM AND INSURE THAT ALL SUBCONTRACTORSRESPONSIBLE FOR EROSION CONTROL MEASURES EXECUTE THE NPDES CERTIFICATION FORM. COPIESOF THIS CERTIFICATION MUST BE PROVIDED TO THE OWNER PRIOR TO THE START OF ANY NEW CONSTRUCTION, AND COPIES SHALL BE MAINTAINED AT THE JOB SITE.5.REPORT RELEASES OF REPORTABLE QUANTITIES OF OIL OR HAZARDOUS MATERIALS (IF THEY OCCUR):NOTIFY NATIONAL RESPONSE CENTER @ 1-800-424-8802.NOTIFY PERMITTING AUTHORITY IN WRITING WITHIN 14 DAYS.MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDEIMPROVED MANAGEMENT CONTROLS.6.MODIFY THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS NECESSARY TO:COMPLY WITH MINIMUM PERMIT REQUIREMENTS WHEN NOTIFIED BY THE EPA,ADDRESS CHANGES IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE WHICH HAVE AN AFFECTON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS INTO STATE WATERS. PREVENT REOCCURENCE OFREPORTABLE QUANTITY RELEASES HAZARDOUS MATERIAL OIL AND OR FUEL.7.AT THE COMPLETION OF THE PROJECT AND AS A CONDITION OF FINAL PAYMENT, CONTRACTOR SHALLPROVIDE THE OWNER WITH TWO COPIES OF THE ABOVE DESCRIBED REPORTS IN A CONSOLIDATED REPORT FORMAT, THREE RING BINDER OR EQUIVALENT.8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING AND MAINTAINING A COPY OF DEP DOCUMENT NO. 62-621.300(4)(A). THIS PERMIT IS THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTALPROTECTION GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES THATDISTURB FIVE OR MORE ACRES OF LAND.SPECIAL NOTICE:THE CERTIFICATIONS BELOW ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY.OFFICIAL EXECUTED CERTIFICATIONS ARE KEPT IN THE PROJECT FILE.CONTRACTORS CERTIFICATION:“I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OFTHE GENERIC STORM WATER PERMIT ISSUED PURSUANT TO SECTION 403.0S85, F.S., THATAUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH INDUSTRIALACTIVITYFROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.”A:B:COMPANY NAME:COMPANY ADDRESS:COMPANY PHONE:PROJECT SITE DESCRIPTION:DATE OF CERTIFICATION:SIGNATURE:ENGINEER'S CERTIFICATION:“I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WEREPREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEMDESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED ANDEVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON ORPERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FORGATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MYKNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THEREARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THEPOSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.”C:DAVID T. MENZEL, P.E.D:PRESIDENTCOMPANY NAME: MAI DESIGN BUILDCOMPANY ADDRESS:395 STAN DRIVE, SUITE B, MELBOURNE, FL 32904COMPANY PHONE:(321) 757-3034 PROJECT SITE DESCRIPTION: DATE OF CERTIFICATION: SIGNATURE: CORPORATE OFFICER'S CERTIFICATION:“I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WEREPREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEMDESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED ANDEVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON ORPERSONS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FORGATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MYKNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THEREARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THEPOSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.”E: F:OWNER COMPANY NAME: COMPANY ADDRESS: COMPANY PHONE: PROJECT SITE DESCRIPTION: DATE OF CERTIFICATION: SIGNATURE: GENERAL CONSTRUCTION SEQUENCING PLANTHE FOLLOWING CONSTRUCTION SEQUENCING IS GENERAL IN NATURE AND IS INTENDEDTO PROVIDE A GUIDLINE FOR THE CONTRACTOR. IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO COMPLETE THE PROJECT IN CONFORMANCE WITH THE NPDESSTANDARDS AND APPROVED PLANS AND PERMITS.1.OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.2.FLAG THE WORK UNITS OF CONSTRUCTION AND IDENTIFY AREAS NOT TO BEDISTURBED.3.HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTINGCONSTRUCTION. WEEKLY REVIEWS OF EROSION, SEDIMENT, AND STORM WATERCONTROLS WILL BE CONDUCTED. REVIEW WILL ALSO BE CONDUCTED WITHIN 24 HOURSFOLLOWING ALL RAIN EVENTS EXCEEDING ¼” INTENSITY.4.INSTALL SEDIMENT CONTROLS AS THE FIRST CONSTRUCTION ACTIVITY.5.INSTALL STORM DRAIN WITH STABILIZED INLET PROTECTION AT THE CONSTRUCTIONENTRANCE/EXIT.6.INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT.7.COMPLETE SITE CLEARING EXCEPT FOR AREAS DESIGNATED NOT TO BE DISTURBED.8.ROUGH GRADE SITE, STOCKPILE TOPSOIL CONSTRUCT WATERWAYS, INSTALLCULVERTS AND OUTLET PROTECTION (INSTALL SEDIMENTCONTROLS AND SILT FENCING ASNEEDED). BARE AREASOF EXPOSED LAND SHALL BE MULCHED AND SEEDED ONCEGRADING HAS BEEN COMPLETED.9.FINISH THE SLOPES AROUND BUILDING DIRT PADS AS SOON AS ROUGH GRADING ISCOMPLETE.10.COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH APPROVED MATERIAL.11.COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, ANDPERMANENTLY VEGETATE, LANDSCAPE AND MULCH.12.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY ANDFOLLOWING ¼” RAINFALL EVENTS, NEEDED REPAIRS WILL BE RECORDEDWITHIN 24 HOURS, AND CORRECTED IMMEDIATELY.13.AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALLPERMANENT VEGETATION ON THE DISTURBED AREAS.GENERAL MAINTENANCE PLANTHE FOLLOWING MAINTENANCE PLAN IS GENERAL IN NATURE AND IS INTENDED TOPROVIDE A GUIDELINE FOR THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO COMPLETE THE PROJECT IN CONFORMANCE WITH THE NPDESSTANDARDS AND APPROVED PLANS AND PERMITS.SHORT TERM:1.ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANDOPERATION FOLLOWING EVERY ¼" RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCEEVERY WEEK. ALL NEEDED REPAIRS WILL BE RECORDED AND MADE IMMEDIATELY TOMAINTAIN ALL PRACTICES AS DESIGNED.2.SEDIMENT BUILDUP WILL BE CLOSELY MONITORED AND REMOVED FROM INLETPROTECTION DEVICES TO ENSURE PROPER MANAGEMENT AND STORAGE CAPACITIES.SEDIMENT CONTROL DEVICES SHALL BE CLEANED OR REPLACED WHEN THE SEDIMENTCONTROL NO LONGER WORKS EFFECTIVELY A DESIGNED.3.THE SEDIMENT CONTROLLING SILT FENCE SHALL BE MAINTAINED AND/OR REPLACEDAS NECESSARY TO MAINTAIN A BARRIER.4.ALL SEEDED AREAS SHALL BE RESEEDED AS NECESSARY AND MULCHED ACCORDINGTO SPECIFICATIONS PLAN THE VEGETATIVE PLAN TO MAINTAIN VEGETATIVE COVER ANDPREVENT EROSION TO OFFSITE AREAS.5.AS NEEDED, NEW OR ADDITIONAL WORKERS WILL BE INFORMED OF THE PLANDETAILS IN THE OPERATION AND MAINTENANCE OF PLAN FEATURES.LONG TERM:1.ALL VEGETATED AREAS WILL BE MAINTAINED IN ADEQUATE CONDITION TO PROVIDEPROPER GROUND COVER, THEREBY REDUCING EROSION POTENTIAL.2.AREAS WHERE VEGETATION IS LOST WILL BE RESTABILIZED AND MAINTAINED ASNECESSARY TO RESTORE PROPER GROUND COVER.3.STRUCTURAL MEASURES WILL BE EXAMINED AT LEAST ANNUALLY AND MAINTENANCEPERFORMED AS NEEDED.COVERED WALKCOVERED WALKCOVERED WALKBREEZEWAYBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKCOVERED WALKSAND PITTENNISCOURTGAZEBO16' CHAIN LINK FENCEXXXXXXXX25 PARKING SPACESBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSSTAIRSBARBREEZEWAYCONCRETE SIDEWALKCOVEREDPATIOSPAROCKSDECORATIVEWALLSANDSLIDEOVERHEADROCKSHOLEFORTREECONCRETE SIDEWALKRAMPRAMPSIGN1 STORY2 STORYC.B.S.C.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORY2 STORYC.B.S.NAILSTAIRSSTAIRSGRASSC.O.WELLINV. 4" PIPECOS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELL3 STORYBUILDING "B"3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSCOVERED WALKSTAIRSLP CSLPLPLPGUY GUY GUYCOVEREDAREA 0050'100'1" = 50'25'12.5'1" = 50'STORMWATER POLLUTION PREVENTION PLAN C-19 STORMWATER POLLUTION PREVENTION PLAN1"=50'WAADTMDTMDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 C-19.dwg, 10/9/2017 10:04:12 AM Xref R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Architectural\Dwg Set Current\2016-035_base - First Floor.dwg COVERED WALKBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALK25 PARKING SPACESBREEZEWAYCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSSTAIRSBREEZEWAYCONCRETE SIDEWALKCONCRETE SIDEWALKRAMPSIGN1 STORY2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.2 STORYC.B.S.NAILC.O.WELLINV. 4" PIPECOS.SEWER MANHOLERIM = 5.37INV. = 1.72WEST RIGHT OF WAY LINEC.O.WELLWELL3 STORYBUILDING "B"3 STORY - BUILDING "A"STAIRSCOVERED WALKCOVERED WALKCOVERED WALKSTAIRSCOVERED WALKSTAIRSLPLPLPGUY GUY GUYCOVEREDAREA ”“”40'80'1" = 40'20'10'001" = 40'SITE LANDSCAPE PLAN L-1 SITE LANDSCAPE PLAN1"=40'WAADTMDTMDrawn:Scale:Proj #:Checked:2016-035Date:1-12-2017ofSheetmaiDESIGN BUILD395 STAN DRIVE, SUITE BMELBOURNE, FLORIDA 32904PHONE: (321) 757-3034Approved:DAVID T. MENZEL0030830email:dmenzel@maidesignbuild.comNO.REVISION DATECAPE CANAVERAL RADISSON MASTER SITE PLAN ASTRONAUT BOULEVARD CAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088web: www.maidesignbuild.comThis drawing is the property ofMAI DESIGN BUILD, LLC.and is not to be reproduced in whole or inpart. It is not to be used on any other projectand is to be returned upon request.COPYRIGHT ©2016Cert. of Author. #31547R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 L-1.dwg, 10/9/2017 10:03:11 AM ROOT BARRIER TREE BARICADE TYPICAL TREE GUYING DETAIL TYPICAL SHRUB PLANTING DETAILSMALL TREE PLANTING DETAIL TYPICAL CONTAINER SPACING TYPICAL GROUND COVER DETAILROOT PRUNING TREE PRESERVATION ON FILLED SITE WITH RETAINING WALL TREE PRESERVATION ON FILLED SITE WITHOUT RETAINING WALL PALM TREE PLANTING DETAIL L-2 LANDSCAPE DETAILSAS SHWN WAA DTM DTM Drawn: Scale: Proj #: Checked: 2016-035 Date:1-12-2017 of Sheet mai DESIGN BUILD 395 STAN DRIVE, SUITE B MELBOURNE, FLORIDA 32904 PHONE: (321) 757-3034 Approved: DAVID T. MENZEL 0030830 email:dmenzel@maidesignbuild.comNO.REVISIONDATECAPE CANAVERAL RADISSONMASTER SITE PLANASTRONAUT BOULEVARDCAPE CANAVERAL, BREVARD COUNTY, FLORIDAFAX: (321) 757-3088 web: www.maidesignbuild.com This drawing is the property of MAI DESIGN BUILD, LLC. and is not to be reproduced in whole or in part. It is not to be used on any other project and is to be returned upon request. COPYRIGHT ©2016 Cert. of Author. #31547 R:\Projects\2016-035 Springhill Suites Cape Canaveral\Drawings\Civil\Dwg Set Current\2016-035 L-2.dwg, 10/7/2017 3:47:27 PM 115 Alma Blvd.,Suite 102Mailing Address: P.O.Box 541866Merritt Island, FL. 32954Phone: (321) 514.6920LICENSED BUSINESS #7978϶϶϶϶϶϶϶