HomeMy WebLinkAboutCALZADILLA.5.2020.0923SNOWFENCETREE TO BE SAVED3'3'GRADE8' MAX.NOTE: THIS DIMENSION EQUALS THE DRIPLINE OF THE TREEOR 10 FEET FROM THE TRUNK WHICHEVER DISTANCEIS GREATERTREE PROTECTION SHALL BE PROVIDED FORSPECIMEN TREES DESIGNATED TO BE SAVED,WITHIN THE DESIGNATED TREE PROTECTIONAREA OR AS DIRECTED.4" X 4" WOOD OR METALPOSTSEE NOTESNOW FENCE TO FACEOUT ON ALL SIDESUNICO AIR CONDITIONING
3701 & 3707 OKECHOBEE RD, FORT PIERCE, FLORIDA 34951 Date:
Nathaniel J. Holt, P.E.HOLT ENGINEERING
& CONSULTING, PA
540 NW UNIVERSITY BLVD., SUITE 105
PORT ST LUCIE, FLORIDA 34986
(772) 204-9550 Project Number: CALZ-0319
SHEET:
of
Original Date: June 5, 2020
5
2
1
3
4FL REG #: 63213
PROJECT NUMBER:
August 5, 2020
Update Tree Survey
August 31, 2020
Misc
September 23, 2020
Submission to Engineering 5
5TOP VIEWFLOWJOINING SECTIONS OF FENCINGSILT FENCENTSSECTION APOSTSSECTION BSECTION ASECTION BPOST BPOST ACOUPLERFLOWFLOWPERSPECTIVE VIEWSECTION36" MIN. FENCE POSTS,DRIVEN 16" INTO GROUNDWOVEN WIRE FENCE (14-1/2 GA)6" MESH SPACING10' MAX. C TO CHEIGHT OF
FILTER 16",
MIN.8" MINFENCE POST20" MIN.EXISTING16" MIN.WOVEN WIRE FENCE 14-1/2" gaWITH FILTER CLOTH OVERFILTER CLOTH EMBEDDED6" (MIN) INTO GROUNDCONSTRUCTION NOTES FOR FABRICATED FENCE1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIESOR STAPLES.2.FILTER CLOTH TO BE FASTENED SECURELY TOWOVEN WIRE FENCE WITH TIES SPACED AT 24"ON CENTER.3.WHEN TWO SECTION OF FILTER CLOTH ADJOINEACH OTHER, THEY SHALL BE OVERLAPPED BYSIX INCHES AND FOLDED UNDER ONE ANOTHER.4.MAINTENANCE SHALL BE PERFORMED ASNEEDED AND MATERIAL REPLACED WHEN"BULGES" DEVELOP IN FENCE.TYPICAL PAVEMENT DETAILSDETAILS NTSTREE PROTECTIONNTSRAMP DETAILNTS5'6'MEET EXISTGROUND121CONCRETE RAMPCONCRETE LANDINGDOOR5'-0"12'-0"16'-0"TOP PORTION OF FTP 25 & 26 SHALL HAVEA REFLECTIVE BLUE BACKGROUND WITHWHITE REFLECTIVE SYMBOL AND BORDER.BOTTOM PORTION SHALL HAVE A REFLECTIVEWHITE BACKGROUND WITH BLACK OPAQUELEGEND AND BORDER.FTP 25 & 26 IS FOR USE IN AREAS WHERESPACE IS LIMITED.HEIGHT SHALL BE 7 FEET MEASURED FROMTHE GROUND OR SIDEWALK TO THE BOTTOMOF "PERMIT ONLY" SIGN OR 6 FEET TO THEBOTTOM OF $250 FINE SIGN.ALL PEDESTRIAN RAMPS MUST MEET CURRENTADA STANDARDS AND FDOT INDEX 17355(LATESTREVISION).PAVEMENT MARKINGS TO BE IN COMPLIANCEWITH FDOT INDEX 17346 (LATEST REVISION).SIGNAGE TO BE IN ACCORDANCE WITH FDOTINDEX 17355 (LATEST REVISION).NOTES1.2.3.4.5.6.7.$250 FINE$250 FINEPARKING BYDISABLEDPERMITONLYFTP 26FTP 25WHEEL STOP BLOCKPARKING BYDISABLEDPERMITONLYPARKING SPACE DETAILSDISABLED PARKING PERMIT SIGN10'-0"18'- 0"WHEEL STOP BLOCKCURB(WHEN IN LIEU OF CURBING)N.T.S.6" WIDE STRIPEPAINTED WHITE6" WIDE STRIPEPAINTED BLUEPAINTED WHITE* STANDARD SPACEGRADE6'-0"#3 REBAR3/4" HOLE3/4" HOLE12"6"8"3"2123"Concrete: 3500 P.S.I. at 28 daysWeight: 38lbs per linear foot5/8" x 12" steel pins to fasten to pavementWHEEL STOP BLOCKNTSSEE ARCHITECTURAL PLANSFOR LAYOUT6"X6" W2.9X2.9WWFCLASS A CONCRETE4" AGGREGATE BASESUBGRADEAPPROVED COMPACTEDSIMULATE CURBING.WITH EDGING TOOL TOCONCRETE TO BE SCORED 1/2" R5/8" MAX6"12"6"3'-0"6'-0"4"SLOPE 1/12 MAX.SIDEWALK CURB RAMP TYPE "C"NOTE:ALL PEDESTRIAN RAMPS MUST MEETCURRENT ADA STANDARDS.REFERENCE NYSDOT #608.0105NN15SECTION A-ADRIVEWAYNTS2"2"3'32"12'-0"16'-0"WHEEL STOP BLOCK6" WIDE STRIPEPAINTED BLUE2"6" WIDE STRIPEPAINTED WHITE35"30" SQ.DRAIN INLET DETAILDRAIN INLET FRAME AND GRATE #R-3203-C NEENAH OR EQUALPRECAST CONCRETESTRUCTURE3,3(36" SUMP6" CRUSHED STONE ORGRAVEL BEDDINGPITCHPITCHFRAME AND GRATEPLANELEVATIONINVERT4" 6" 35"2'20"20"N.T.S.3-1/2" OUTLET CONTROL STRUCTUREBOTTOMEL: 9.56"4' SQ.723(/ 15" CAPINV. 10.5OUTLET CONTROL STRUCTURECROSS SECTIONFRONT25,),&(EL: 11.54'25,),&(EL: 11.5EL: 10.50WEIREL: 14.0TRASH RACKWELDED #2 BARS@ 6" O.C HINGEDW/HASP1.0'FLEXIBLEGASKET (TYP.)WEIREL: 14.06"TRASH RACKWELDED #2 BARS@ 6" O.C HINGEDW/HASP100 yr Stormel: 15.2125 yr Stormel: 14.6810 yr Stormel: 13.46POND BOTTOMEL: 10.0TREE PROTECTION SHALL BE PROVIDED FOR SPECIMEN TREES TO BE SAVED WHICH ARE LOCATED IMMEDIATELYADJACENT TO CONSTRUCTION AREASTHIS DIMENSIONEQUAL DRIPLINEOF TREE 5' MIN.OR AS DIRECTED.TREE TO BE SAVEDWOOD SLATSGRADE8' MAX.SEE NOTEOUT ON ALL SIDES4" X 4" WOOD WOOD SLATS TO FACE POST24"42"TREE PROTECTION DETAIL3" SCH 40 GSPAT CORNER9 GAGE GALVANIZED FABRICHORIZONTALBRACESTRETCHER BAR2 1/2" SCH. 40GSP SPACEDAT 10' MAX.7 GA. ALUMINUMTOP RAIL SCH. 40 GSPHINGE6" SCH. 40 GSPAT GATE OPENING5281'CONCRETE FOOTING3.5'
36"TOP RAIL 1-5/8"SCH. 40 GSPCOATED SPRINGCOIL TENSION WIRE30"ROD WITH TURNBUCKLEDIAGONAL BRACEHORIZONTALBRACECONCRETE FOOTING5281'TURNBUCKLEROD WITHDIAGONAL BRACE8' TYPICAL
(TO HORIZONTAL BRACE) (TO HORIZONTALBRACE TYP)BRACE (TYP)NOTES:1. GALVANIZED STEEL WOVEN WIRE FABRIC SHALL BE STRETCHED TAUT WITH STRETCHER BARS ANDSTRAPS. FASTENED TOP & BOTTOM AT LINE POSTS WITH GALVANIZED PIG RING TIES.2. THE GATE(S) SHALL BE SELF CLOSING.3. ALL MATERIAL SHALL BE BLACK IN COLOR.4. FENCE AND GATE SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTSCHAIN LINK FENCE DETAILnts6' TYPICAL
5'
8"42"18"8" X 8" BOND BEAMW/2 #5 BARS CONT.STEELBOLLARDSTUCCOFLOOR SLAB100% OPAQUE GATES(SOLID WOOD ORMETAL SHEETING)NOTES1.OPENING MUST BE PERPINDICULAR TO TRAVEL WAY2.WALLS TO BE COVERED WITH 1/2" OFSTUCCO. COLOR TO COMPLIMENTBUILDING3.DIMENSIONS FOR ENCLOSURE WITHOUTRECYCLING BIN TO BE ADJUSTEDACCORDINGLY (ONE HALF WIDTH OFTHE ENCLOSURE WITH RECYCLING BIN)SLOPE 1"10.33'12'4" DIA. X 42" HIGH STEELBOLLARD EMBEDDED INTOCONCRETE 18" (MIN)8" CONCRETE BLOCK WALL W/FILLED CELLS AND 1 #5 BAR ATLOCATIONS SHOWN8'-0" (MIN.)10'
&/($56" CONCRETE SLAB WITH6X6 #10/10 W.W.M. (FC'=3000 PSI)12" X 18" CONCRETEFOOTING W/ 3 #5 BARSCONT.SLOPE 1"
9'100% OPAQUE GATES(SOLID WOOD ORMETAL SHEETING)GROUNDFLOOR8'5.5'10'-4"SITE LIGHTING DETAILNOTES1. WALL MOUNTED LIGHT SHALL BE A 150WATT FULL CUTOFF LED WALK PACK ASMANUFACTURED BY ELEDLIGHTS.2. LED TYPE: SMD 28353. MOUNTING HEIGHT: 16 FT9 - 5/16"9 - 5/16"
9 - 5/8"86"NOTE:1.CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOTAPPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF SIX INCHES WITH A MINIMUM LIMEROCKBEARING RATIO OF 40 CR 75 PSI FBV.2.CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH6X6 #10/#10 W.W.M.3.STABILIZED SUBGRADE AND BASE COURSES TO BE COMPACTED TO 98%MAX DRY DENSITY, MODIFIED PROCTOR.4.ASPHALT PAVEMENT SHALL BE SUPERPAVEPRIME COAT SEALANTBASE COURSE6" LIMEROCK STABILIZED BASE COURSE12" STABILIZED SUBGRADE 1 1/2" FDOT ASPHALTIC CONCRETETO BE APPLIED ON TOPFDOT ITEM 230-1(SUPERPAVE)