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<br />GRADING NOTES
<br />I. ln!doll stoked hoybole sillolion lence ot edge of proposed
<br />grading as shown. Mointoin hoybole fence in good condition
<br />throughout project.
<br />2. The loc:otions of utilities thown on the pion ore ~pproxim~te.
<br />The contractor shot! eod Dig-Sofe to fflify the pree1se locol1on
<br />of oH utilities on-site before initiating demolition activities and
<br />protect e:cisting utilities throughout construction. Any utililies
<br />damaged by construdion oclrvities wal be repaired by the
<br />contractor at no cost to the owner.
<br />3. Provide samples of moteriols proposed for use for the .
<br />rll\ltew of the LondSCQ~ Architect, including fill, topsoa, plonling
<br />$Oil, ond pavements. Suil<1ble excavated moteriols rem~ to
<br />occorrvnadote new conslrvclion moy be used as fill moleMI
<br />subject lo the opprovol of the Londscope Architect. Soil lest
<br />reports for topsoil shall be provided by the contractor !hroogh
<br />the UniVetsity of Massochusetls s~a lesting lobofatory.
<br />4. Promptly notify the Londscopt Architect of unexpected •
<br />sub-surloce conditions. Controctor lo set grade stokes showing
<br />lines and efevotions for review and approval by the Landscape
<br />Architect prior to rough grading.
<br />5. Perform grading within conlroci Umils of Co~struction,
<br />including adjacent transition areas. to new devotions, levels,
<br />profiles and conlours indicated. Provide subgrade surfaces
<br />parallel• to finished surface grades. Provide uniform levels and
<br />slopes between new elevations and existing grades. Crade
<br />surfaces to ossure areas droin a•oy from slruclures and to
<br />prevent ponding and pocket:i of ,urioce drainage.
<br />6. Top:ioil to be installed shall be natural, friable, fertae SOil
<br />characteristic of productive soil in the vicinity, reosonobly free
<br />ol stones. cloy lumps, roots,. and other foreign matter. ~ nal
<br />use muddy topsoil. Ploce during dry weather, Allow for ~
<br />averoqe depth of topsaa screened for !own areas, and 12
<br />depth ot planting areas, except os olherwiS11 indicat~ on the
<br />drawings.
<br />7, Fine grade topsoil eliminating rough and k>w oreos to
<br />ensure positive drainage. Maintain levels, profiles, and contours
<br />of subgrades.
<br />B. Protect finish groded oreos from traffic ond _erosion. K~p
<br />free of trash and debris. Repair and re-estoblssh grode, in
<br />settled,erode:d, and damaged oreos. 'Mlere completed areas ::,re
<br />disturbed by construction operations or adverse weolher, scarify,
<br />re-shape, and compact to required density.
<br />9. Upon completion of eorthwork operation, clean o~s within
<br />contract ,mits: remove tools,. and equipment. PrOY1de :iite
<br />clear, clean, ,;ee of debris:, and suitable for further site work
<br />operations.
<br />10. Existing and proposed grades ore based on Survey by
<br />GtonbenJ & Asscociates doted S-30-0:S, updQted 4-l~-04.
<br />11, Drainage information provided by Gronberg &: Ass~ciotes.
<br />Existing grades ore very not in this ?rea, and only_ slightly
<br />above the Ordinary High Waler Elevation of Loke M1rmelonko.
<br />Thus, there moy be times when water moves slowly thr~ugh the
<br />drainage swales and drain lines, sspeciol!y when laks M1nnetonko
<br />is higher than normal.
<br />♦U1~ PROPOSEfl SP<A' QU« D.tVAllOH
<br />+(9.:u~) ~:'°~ ~~::1, mow
<br />------~J-----DISD«. dlN'f(XJR tA0lf SURV£r -----~-,,5-----tx!STff; 1\.llOtlPVIIN COMO.IA FROW ,ulMT
<br />9J2 PftOPOStOCOIITQJA
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<br />-----------· I J O'S HAUGH NESSY _________________________ i ! RESIDENCE
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<br />I ~REBY CERTlfY THAT THIS Pt.AN, SPCCFICA TlON. OR R[PQRT
<br />WAS PREPARED BY ME OR UI-OER MY DR€CT SlJPEJtvtslON ANO
<br />THAT I AM A OU.. y LCENSrn PROfESS;IQ'lAL (NGR',{:ffi ANO LANO
<br />SUl'IEY~u«R TI-E LAWS Cf' n£ STATE Of 1-itKS'JTA.
<br />SCAL£
<br />1''=20'
<br />DATE
<br />4/io/01
<br />STEPHEN STIMSON ASSOCIATES
<br />LANDSCAPE ARCHITECTS, INC
<br />15 DEPOT AVENUE FALMOUTH MASSACHUSETTS
<br />phone 508 548 8119 fax 508 548 7718 ssa@cape.com
<br />Scale; Date; Ora'Ml by: Checked by:
<br />1~ =20' APR04 KB,CP ss
<br />SITE GRADING AND
<br />DRAINAGE PLAN L2.0
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