HomeMy WebLinkAboutplanFFE 26.014R @ 8 14"BS +17.15Golf carTS +25.43BUDDHA +29.5303132343533313029TW +30.00262728+25.753029+14.50 +GRILLGolf car17+19.91+22.67181920212223241819202122232425FFE 26.0+23.9524232221201919181716282425FFE 24.52726SPA10'x8'+292222BW +22.021232320TW +24.98LIMIT OF WORK50'
SETBACK
FROM
COASTAL
BANK
(NO
TOUCH
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COASTAL
BANKEXISTINGVEGETATIONTO REMAINEXISTINGVEGETATIONTO REMAINEXISTINGVEGETATIONTO REMAINTTRR+30.016
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WORKEXISTINGTREE TOREMAINEXISTINGTREES TOREMAINGolf carBUILDING SETBACK+25.377 12" STEPDOWN ATDOOR4" STEPDOWN ATDOOR262728+30.002924.32++24.5+24.51
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2%24.02++25.377 12" STEPDOWN ATDOOR4" STEP DOWNAT DOOR+25.67+25.664" STEP DOWNAT DOOR23+25.664" STEP DOWNAT DOOR4" STEPDOWN ATDOOR+25.66+24.5BASEMENTFFE 15.0DOWNSPOUT TYP.CONNECT TO DRYWELL.SEE CIVIL ENGINEER'SDRAWINGS.GRAVEL PAVINGREINFORCEDGRAVEL PAVING1.5%+25.4925.49+1.0%1.
5%
1.5%29TS +29.0BS +26.134R @ 8 12"1.5%2R @ 5 34"+24.711.
5
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1.5%+24.831.5%251.5%+25.432
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100' SETBACK FROM COASTAL BANKTRENCHDRAIN+25.37FRENCH DRAIN.CONNECT TODRYWELL. SEECIVIL ENGINEER'SDRAWINGS.25.63+1.5%+25.45+24.81+24.6623.79++25.30+25.07 +17.0AREADRAIN18192024232221TRENCHDRAIN+14.431.0%
+23.79 29.75+1.0%TRENCH DRAIN+19.5+23.66+25.39BC +24.54R @ 7 12" +14.50
FIELDSTONEWALLGRADING LEGENDEXISTING SPOT ELEVATIONX.XXEXISTING CONTOURPROPOSED SPOT ELEVATIONX.XXPROPOSED CONTOURXXTOP OF WALLTWX.XXBOTTOM OF WALLBWX.XXTOP OF STEPSTSX.XXBOTTOM OF STEPSBSX.XXSYMDESCRIPTIONSYMDESCRIPTIONTREE TO BE REMOVED ANDSTUMPEDDRAWING NUMBER:DRAWING TITLE:SCALE:DATE:ISSUEDATECHECKED BY: BWDRAWN BY: BWGreat Island Residence1167 Great Island RdWest Yarmouth, MALANDSCAPE ARCHITECT:Bernice Wahler LandscapesSandwich, Ma 02563774-269-5429ARCHITECT:Jill Neubauer Architects15 Depot Ave.Falmouth, Ma 02540508-548-0909160 feet01648326480GRADING PLANL2.0GRADING NOTES1. INSTALL STAKED HAYBALE SILTATION FENCE AT EDGE OF PROPOSED GRADING AS PER CIVIL PLANSMAINTAIN HAYBALE FENCE IN GOOD CONDITION THROUGHOUT PROJECT.2. THE LOCATIONS OF UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE. THE CONTRACTOR SHALLCALL DIG-SAFE TO VERIFY THE PRECISE LOCATION OF ALL UTILITIES ON-SITE BEFORE INITIATINGDEMOLITION ACTIVITIES AND PROTECT EXISTING UTILITIES THROUGHOUT CONSTRUCTION. ANYUTILITIES DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REPAIRED BY THE CONTRACTOR ATNO COST TO THE OWNER.3. PROVIDE SAMPLES OF MATERIALS PROPOSED FOR USE FOR THE REVIEW OF THE LANDSCAPEARCHITECT, INCLUDING FILL, TOPSOIL, PLANTING SOIL, AND PAVEMENTS. SUITABLE FILL MATERIALSUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. SOIL TEST REPORTS FOR TOPSOILSHALL BE PROVIDED BY THE CONTRACTOR THROUGH THE UNIVERSITY OF MASSACHUSETTS SOILTESTING LABORATORY. AND PINE AND SWALLOW.4. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF UNEXPECTED SUB-SURFACE CONDITIONS.CONTRACTOR TO SET GRADE STAKES SHOWING LINES AND ELEVATIONS FOR REVIEW ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ROUGH GRADING.5. PERFORM GRADING WITHIN CONTRACT LIMITS OF CONSTRUCTION, INCLUDING ADJACENTTRANSITION AREAS, TO NEW ELEVATIONS, LEVELS, PROFILES, AND CONTOURS INDICATED.PROVIDE SUBGRADE SURFACES PARALLEL TO FINISHED SURFACE GRADES. PROVIDE UNIFORMLEVELS AND SLOPES BETWEEN NEW ELEVATIONS AND EXISTING GRADES. GRADE SURFACES TOASSURE AREAS DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING AND POCKETS OFSURFACE DRAINAGE.6. TOPSOIL TO BE INSTALLED SHALL BE NATURAL, FRIABLE, FERTILE SOIL CHARACTERISTIC OFPRODUCTIVE SOIL IN THE VICINITY, REASONABLY FREE OF STONES, CLAY LUMPS, ROOTS, ANDOTHER FOREIGN MATTER. DO NOT USE MUDDY TOPSOIL. PLACE DURING DRY WEATHER. ALLOWFOR 6" AVERAGE DEPTH OF TOPSOIL SCREENED FOR LAWN AREAS, AND 12" DEPTH AT PLANTINGAREAS, EXCEPT AS OTHERWISE INDICATED ON THE DRAWINGS.7. FINE GRADE TOPSOIL ELIMINATING ROUGH AND LOW AREAS TO ENSURE POSITIVE DRAINAGE.MAINTAIN LEVELS, PROFILES, AND CONTOURS OF SUBGRADES.8. PROTECT FINISH GRADED AREAS FROM TRAFFIC AND EROSION. KEEP FREE OF TRASH ANDDEBRIS. REPAIR AND RE-ESTABLISH GRADES IN SETTLED,ERODED, AND DAMAGED AREAS.WHERE COMPLETED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSEWEATHER, SCARIFY, RE-SHAPE, AND COMPACT TO REQUIRED DENSITY.9. UPON COMPLETION OF EARTHWORK OPERATION, CLEAN AREAS WITHIN CONTRACT LIMITS,REMOVE TOOLS, AND EQUIPMENT. PROVIDE SITE CLEAR, CLEAN, FREE OF DEBRIS, AND SUITABLEFOR FURTHER SITE WORK OPERATIONS.12.01.21ISSUED FOR CON COMM REVIEW/AE116" = 1'-0"DECEMBER 1, 2021