HomeMy WebLinkAboutREVIEW COMPLETE - Site Plan 1101 Palmetto Ave(ASPHALT ROAD)(82' RIGHT-OF-WAY)PALMETTO AVENUEE. 11th STREET14' PLATTED ALLEY6' CONCRETE SIDEWALK2' CONCRETE CURB6' CONCRETE SIDEWALK(ASPHALT ROAD)Fnd. Nail & Disc"LB 3382"P.I., CenterlineEDGE OF ASPHALTLOT 6 BLOCK 13 TIER 1PROPOSED SINGLE FAMILY RESIDENCEF.F. EL. 31.5'-AREA-)7ð$&5(62
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'2' CONCRETE CURB#125" OAK23" OAK32" OAK12" OAK27" OAK12" CAMPHOR17" OAK8" OAK11"+15" MAGNOLIA(ASPHALT ROAD)(50' RIGHT-OF-WAY)LOT 1BLOCK 13TIER 1LOT 8BLOCK 13TIER 1PROPOSED GARAGEF.F. EL. 31.5'26.6'=EXISTING GROUND ELEVATION=PROPOSED DRAINAGE FLOW ARROWLEGEND==SILT FENCE=2' VALLEY GUTTER OR DROP CURB(STREET)PLNOTES:1. 3,000 PSI CONCRETE REQUIRED2. EXISTING HIGH CURB, IF APPLICABLE, SHALL BEREMOVED AND REPLACED WITH DROP CURB.3. 6" SIDEWALK SECTION SHALL BE INSTALLEDTHROUGH THE DRIVEWAY WHEN NEEDED.4. APRON FLARE WIDTH: 2' MIN. EACH SIDE 3' MAX EACH SIDETYPICAL DRIVEWAY DETAIL10'-0" (MIN)18'-0" (MAX)5'-0"MIN.PL SIDEWALK(MATCH WIDTH)NEW OR EXISTING SIDEWALK(IF REQUIRED)TOOLED JOINT@ 5' O.C.6" THICK 3,000 PSI (MIN)CONCRETE WALK w/FIBERMIX24'-0" MAX6" THICK 3,000 PSI (MIN)CONCRETE APRON w/ FIBERMIXFLARED TO STREET1/2" EXPANSIONJOINT1/2" EXPANSION JOINTS4" THICK 3,000 PSI (MIN)CONCRETE DRIVEWAY1118"1"6"TOOLED EDGES1/8" RADIUSTOOLED CONCRETE JOINTEXPANSION JOINT12"1
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6"12" EXPANSIONMATERIALDRIVEWAY SECTIONR/W LINE1/2" EXPANSIONJOINT2% MAX.CROSS SLOPESIDEWALKMATCH EXISTINGSIDEWALK WIDTHEXISTINGGROUND1/2" EXPANSIONJOINTPER FDOT INDEX 515*CURB* LONGITUDINAL SLOPE SHALL BE 1:12 MAXREAR YARD SWALEPR
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ETYPE "B" MOD. GRADINGDRAINAGE TO STREET & REAR LOT LINETOTAL HOUSE AREAIMPERVIOUS SURFACE RATIO SCHEDULE:2,691 SQ.FT.TOTAL IMPERVIOUS AREA (TIA)2,691 SQ.FT.TOTAL LOT AREA5,850 SQ.FT.ISR: 2,691 SQ.FT./ TOTAL LOT AREA 5,850 SQ.FT. =.46IMPERVIOUS SURFACE RATIO (ISR%)46%NOTES:1. SURVEY INFORMATION PROVIDED BY IRELAND & ASSOCIATES SURVEYING,, INC. LB#7623 DATED 6/11/2024.2. ELEVATIONS BASED ON NAVD 88 VERTICAL DATUM.3. THE FINISH FLOOR ELEVATION SHALL BE NO MORE THAN ONE-TENTH (1/10) OF ONE FOOT (1') BELOW THE APPROVED DESIGN ELEVATION.4. THE FINISH FLOOR ELEVATION SHALL BE NO MORE THAN ONE-HALF (1/2) OF ONE FOOT (1') ABOVE THE APPROVED DESIGN ELEVATION.5. TO THE FULLEST EXTENT POSSIBLE, STORM WATERRUNOFF SHALL BE DIRECTED TO THE STREET. A DESIRED MINIMUM SLOPE OF 1% SHALL BE MAINTAINED FOR GRADING.6. THE FINISH FLOOR ELEVATION IS THE MINIMUM RECOMMENDED HEIGHT ABOVE EXISTING GRADE. BUILDING CONTRACTOR TO CONFIRM THE PROPOSED FINISH FLOOR HEIGHT IS ADEQUATE TOPROMOTE DRAINAGE AWAY FROM THE PROPOSED RESIDENCE AND ACCESSORY FEATURES.7.BUILDING CONTRACTOR TO CONFIRM FINISHED FLOOR HEIGHT IS ADEQUATE TO PROMOTE GRAVITY FLOW TO SEPTIC SYSTEM (IF DESIRED AND APPLICABLE). CONTACT THE E.O.R. IF BUILDINGELEVATION IS TO BE RAISED MORE THAN 6" ABOVE THE PROPOSED FINISH FLOOR ELEVATION.8. ALL GRADING SHALL BE ON-SITE ONLY.C1SITE PLANSCALE: 1" = 10'-0"SHEET NAMEJOB#:DATE:DRAWN BY:REVISIONSBYCHECKED BY:06/20/2024TM240531JSJUSTIN S. SOLITROPROFESSIONAL ENGINEER - 81395DISCLAIMER:IT IS THE CONTRACTOR/SUBCONTRACTOR RESPONSIBILITYTO REVIEW ALL INFORMATIONCONTAINED HEREIN PRIOR TOCOMMENCEMENT OFCONSTRUCTION. WEIRSTONE, LLCIS NOT RESPONSIBLE FOR ANYMISREPRESENTATIONS, ERRORS,OMISSIONS OR CUSTOM CHANGESMISSED AND/OR NOT REPORTEDPRIOR TO CONSTRUCTION. NOEXCEPTIONS.SHEET NUMBERSITE PLAN FOR:
HUBBELL RESIDENCE
PARCEL ID# 25-19-30-5AG-1301-0060
1101 PALMETTO AVE
SANFORD, FL 32771 Weirstone, LLC D.B.A. FLA Plans CA#32321480 Needles Trail, Longwood FL 32779407.310.3075 / justin@weirstone.com