HomeMy WebLinkAbout19-1380.15_Grading Plan (S&S)REQ'D 15" Ø CMPINV = 19.56PROPOSEDRESIDENCEFF EL. = 23.24'PROPOSED 3'X3'CONC. PADEL. 22.91'PROPOSED 3'X3'A/C CONC. PADEL. = 23.24'FND N/D BMEL.=20.66PROPOSED16' CONCDRIVEWAY22.7422.9122.7422.74BC-1DC-1CC-1AC-1 80.00'(P)80.00'(P)N89°42'42"W(M)80.10'(M)N00°06'57"E(M)130.00'(M&P)
S00°06'22"W(M)130.00'(P&M)S89°42'42"E(M)80.08'(M)LOT 3FFE-22.55'IMPROVEDLOT 1FFE-23.93'IMPROVEDNO WELLWITHIN 75'LOT 27BLOCK 82IMPROVEDNO WELLSWITHIN 75'PENNY LANE53.0' R/W (P)27.50'16.00'3.00'16.43'26.44'30.50'44.84'10' D.U.E.75.00' TO EX. WELLLOT 28BLOCK 82IMPROVEDNO WELLSLOCATEDLOT 26BLOCK 82IMPROVEDNO WELLSLOCATED5.4'77.50' TO PROP. WELL25' B.S.L.15' B.S.L.7.5' B.S.L.7.5' B.S.L.AREA 750 SQFTUNOBSTRUTED1050GALSEPTICTANKFND N/D BMEL.=20.66PROPOSEDWELLEX.DRAINFIELDEX.DRAINFIELDCOVEREDPORCH22.7422.7422.7422.7422.7422.2422.2422.2422.2422.2422.2421.722.2421.721.3±M.E.21.0±M.E.21.2121.921.2820.4±M.E.20.4±M.E.21.3221.921.6520.5±M.E.21.6±22.6622.765.005.405.00 PROP. 500 S.F.DRAINFIELD20'x25'11.60
23.022.021.020.019.022.9PORCH22.7622.2420.00'22.0920.5±M.E.4.00'5.50'10.00'MAX. 4:1SLOPEPROP. DRAINFIELDMIN. 5.0%SLOPEPROP. GRADEEX. GRADEPROPERTY LINE
19.5±SWALE℄20.7±E.O.P.PROJECT DATA:SITE ADDRESS:7604 PENNY LANEFT. PIERCE, FLORIDA 34951OWNER:CARPENTER COMPANIES FLORIDA, LLC.1302 2ND STREET STE. 200TAMPA, FLORIDA 33605ENGINEER:MILLS, SHORT & ASSOCIATES, LLC.700 22ND PLACE, SUITE 2CVERO BEACH, FLORIDA 32960(772) 226-7282SURVEYOR:H&H SURVEY CONSULTANTS131 WEST BROADWAY, SUITE 1001OVIEDO, FLORIDA 32765(407) 542-4977PARCEL I.D.:1301-607-0306-000-5ZONING:SINGLE FAMILY (RS-4)LAND USE:SINGLE FAMILY RESIDENCELEGAL DESCRIPTION:LOT 2, BLOCK 82, LAKEWOOD PARK, UNIT 7AS RECORDED IN PLAT BOOK 11, PAGE 13,PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.FLOOD ZONE:BASED UPON MY REVIEW OF THE "FLOOD INSURANCE RATE MAP" OF SAINT LUCIE COUNTY,FLORIDA, COMMUNITY PANEL NO. 12111C0070J, EFFECTIVE DATE 9/25/2009, THIS PROPERTY ISLOCATED WITHIN FLOOD ZONE "X", DEFINED AS AREAS DETERMINED TO BE OUTSIDE OF THE0.2% ANNUAL CHANCE FLOODPLAIN.BENCHMARK NOTES:ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD88), AND MORE SPECIFICALLY TO THE FLORIDA PERMANENT REFERENCENETWORK (FPRN) CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) POLK, FLFD &STEW.SITE DATA:REQ'DPROPOSEDLOT SIZE:10,000 S.F.10,400 S.F.LOT WIDTH:75'80 F.T.MAX. BUILDING COVERAGE:30%1,867 S.F. (18.0%)MIN. OPEN SPACE:40%7,856 S.F. (75.5%)OTHER IMPERVIOUS AREAN/A677 S.F. (6.5%)SETBACKS:REQ'DPROPOSEDFRONT YARD (S)25'30.5'SIDE YARD (W)7.5'26.44'SIDE YARD (E)7.5'16.43'REAR YARD (N)15'44.84'DRAINAGE AND GRADING NOTES:1.ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NAVD 88.2.ANY CONDITIONS NOT ALLOWING WATER TO FLOW AS SHOWN SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION.3.FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING FOUNDATION AMINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET OF THE BUILDING.4.IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALLBE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.5.CONTRACTOR SHALL REVIEW PROPOSED GRADES TO ENSURE COMPATIBILITYWITH CHANGES IN ELEVATION WITHIN THE PROPOSED FLOOR PLAN.6.THE STORM WATER DRAINAGE DESIGN IS INTENDED TO CONTAIN ALL SITESTORM WATER RUNOFF AND DISCHARGE INTO AN APPROVED STORM WATERSYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER, SHOULD THE ADJACENTPROPERTY GRADES VARY FROM THOSE SHOWN ON THE PLAN AND CHANGETHE INTENT OF STORM WATER DESIGN.STORMWATER POLLUTION AND EROSION CONTROLNOTES:1.ALL SITE CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH THE ST.LUCIE COUNTY LAND DEVELOPMENT ORDINANCE FOR CONSTRUCTION SITEEROSION AND SEDIMENT CONTROL.2.SILT FENCING SHALL BE INSTALLED AROUND THE PERIMETER OF DISTURBEDAREAS.3.ALL AREAS OUTSIDE OF SILT FENCING SHALL REMAIN UNDISTURBED.4.CONTRACTOR SHALL MAINTAIN SILT FENCING UNTIL ALL DISTURBED AREA ARESODDED.5.CONTRACTOR SHALL FULLY SOD RETENTION AREA IMMEDIATELY AFTERCONSTRUCTING.6.ALL DISTURBED AREA SHALL BE SODDED PRIOR TO PROJECT COMPLETION.PROJECT LEGEND:= PROPOSED FINISHED GRADES= PROPOSED DRAINAGE PATTERNHP= HIGH POINTM.E.= MATCH EXISTING= DRAINAGE STRUCTURE1C-1GRADING AND DRAINAGE PLAN
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S:\CADD\19-1380 Wade Jurney Lakewood Park\19-1380.15 7604 Penny Ln\19-1380.15_Grading Plan_Rev A.dwg
DATEISSUE SEAL1/20/2021 2:21:59 PM
09.04.20201SCALE:
Century Complete - Single Family Residence
7604 Penny Lane, Ft. Pierce, FL
19-1380.15COMMENTS
700 22nd Place, Suite 2C/2D
Vero Beach, Florida 32960
100 S. 2nd Street, Unit 209
Fort Pierce, Florida 34950
4620 Lipscomb Street NE, Suite 2
Palm Bay, Florida 32905
PHONE: 772.226.7282
C.A. #: 30698
WEBSITE:
www.MillsShortAssociates.com NOTES:1.SILT FENCE SHALL BEPLACED ON SLOPECONTOURS TO MAXIMIZEPONDING EFFICIENCY.2.INSPECT AND REPAIRFENCE AFTER EACHSTORM EVENT ANDREMOVE SEDIMENT WHENNECESSARY. 9" MAXIMUMRECOMMENDED STORAGEHEIGHT.3.REMOVED SEDIMENTSHALL BE DEPOSITED TOAN AREA THAT WILL NOTCONTRIBUTE SEDIMENTOFF-SITE AND CAN BEPERMANENTLY STABILIZED.1'
MIN.
1'
MIN.
9" MAX.
STORAGE
HEIGHT
8"TRENCH DETAILINSTALLATION WITHOUT TRENCHINGSILT FENCE INSTALLATION DETAIL - TYPE IV.SCALE: N.T.S.34" MIN. DRAIN ROCKFLOWPONDING HEIGHT10' MAXIMUM SPACING WITHWIRE SUPPORT FENCE, 6'MAXIMUM SPACING WITHOUTWIRE SUPPORT FENCEFLOWSTEEL OR WOODPOSTEXTRA STRENGTH FILTERFABRIC NEEDED WITHOUTWIRE MESH SUPPORTATTACH FILTER FABRICSECURELY TO UPSTREAMSIDE OF POSTFLOWPONDING HEIGHTSTEEL OR WOODPOST- 36" HIGH MAX.4"X6" TRENCH WITHCOMPACTED BACKFILL20'SCALE:1'' = 10'010'5'1 1/20/21 PER S.L.C. COMMENTSSECTION ASCALE 1"= 5'SECTION CSCALE 1"= 5'PROPERTY LINE
21.9±M.E.SECTION BSCALE 1"= 5'EX. GRADE16.43'±SECTION DSCALE 1"= 5'EX. GRADE44.84'±20.50±EX. SWALE22.74± 5% SLOPE22.244:1 MAX.SLOPEPROPERTY LINE21.3±M.E.10' D.U.E.PROP. GRADEF.F.E.= 23.2422.7422.24PROP. GRADE10.0'10.0'± 4:1 MAX.SLOPE21.022.023.024.020.0PROPERTY LINE
21.9±M.E.EX. GRADE26.44'±F.F.E. = 23.2422.7422.24PROP. GRADE10.0'± 5.0% SLOPE± 4:1 MAX.SLOPESTOOP22.9121.022.023.024.020.021.022.023.024.020.021.022.023.024.020.019.0MIN. 5.0%SLOPE1111PERIMETERBERM