HomeMy WebLinkAbout83-1948 - plan of land002loll - i
.� SEE VEGETATION
MANAGEMENT NOTES
��� u� �� • ' FOR TREATMENT OF
HATCHED AREA
INV�IyEPLANT MANAGEMENTNOTES
♦ GIMRAL DESCRIPTION:
♦ VEGETATION RECLALMATION IN THE HATCHED AREA SHOWN ON THE PLAN SHALL HE MANAGED BY
BAR7ZETl TREE EXPERTS OF OSTMnLLE, MA. BY CONTRACT WITH THE OWNER
♦ THE BUSH HONEYSUCKLE, BURNING BUSH EUONYMOUS, BITTERSWEET AND PRIVET, WHERE FOUND SHALL
BE CUT LOW AND DABBED WITH APPROVED HERBICIDE IN ACCORDANCE WITH A PROTOCOI, PROVIDED TO
THE YARMOUTH CONSERVATION COMMISSION PRIOR TO WORK BEING DONE.
♦ ALL WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF BARTLETT TREE EXPERTS.
♦ ALL SLASH BRUSH AND DISCARDS SHALL BE COLLECTED AND REMOVED FROM THE ISLAND EN'VIRONMF.NT.
(�)IN THE AFFECTED HATCHED ZONE THE SPECIFIC PLANT COUNT FOR REPLACEMENT SHALL BE
ESTABLISHED ON A ONE - TO -ONE BASIS FOR THOSE PLANTS REMOVED. SUCH NATIVE SHRUBS AS ARROW
WOOD VIBURNUM,NORTHERN BAYBERRY, BEACH PLUM, AND OTHER NATIVE COASTAL HARDY SPECIES
THAT ARE CONSIDERED ACCEPTABLE FOR THE COASTAL BUFFER ZONE. A THICKET OF DENSE, WOODY
NATIVE SHRUBS AS THE UNDERSTORY FOR THE CEDAR WOODS IS THE DESIRED OUTCOME.
♦ SHRUB SIZE SHALL BE NO LESS THAN 2 GALLON
♦ ALL PLANTING HOLES SHALL BE PROPERLY PREPARED IN ACCORDANCE WITH STANDARD LANDSCAPE
PRACTICE.
♦ PROVIDE WATER AT REGULAR INTERVALS TO ALL PLANTINGS. DEEP WATERING IS RECOMMENDED FOR
THE FIRST 4 WEEKS, AND APPROX.1" OF WATER PER WEEK.DURING THE FIRST GROWING SEASON.
4�i , ♦ SHRUB LAYER SHALL BE MANAGED ON A SEMI ANNUAL BASIS FOR INYASIVES MANAGEMENT INSPECTION
Y i ; 296 AND SHRUB PRUNING TO FOSTER ROOT GROWTH.
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BENCHMARK:
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PROP
OSED
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\l�yiC MGI. NOTES FOR -
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LOCUS
KEY MAP
NO SCALE
LEWS BAY
YARMOUTH. MA
GENERAL NOTES
1. ELEVATIONS REFER TO NGY'D 1929. USE THE BENCHMARK WHICH IS
THE SOUTHEAST CORNER CONCRETE PROPERTY BOUND MARKER
2. PRIOR TO DWELLING CO'NSTRUCFION -RELATED WORK ACTIVITY THE
WORK LIMIT SHALL BE FITTED WITH THE APPROPRIATE SILT FENCE,
STAKED FABRIC, BACKED UP BY STAKED STRAW BALES. THE SILT
FENCE SHALL BE MAINTAINED THROUGHOUT THE TERM OF THE
WORK EFFORT ON THE DWELLING.
3. EXISTING UTILITY LINES SHALL BE MARKED OUT AND PROTECTED
UNLESS REPLACED.
4. A SUITABLY SIZED TRASH CONTAINER WITH A HEAVY COVER SHALL
BE MAINTAINED AT THE WORK SITE, AND DISPOSED OF OFF ISLAND ON
A REGULAR BASIS.
5. THE DESIGNATED BUILDING CONTRACTOR SHALL VERIFY ALL
PLUMBING AND OR UTILITY CONNECTIONS AND ELEVATIONS WITH
THE ENGINEER PRIOR TO MAKING THE NEW CONNECTION TO
EXISTING SEPTIC SYSTEM.
6. ROOF RUNOFF SHALL BE CONTROLLED WITH FRENCH DRAINS OR
DRYWELLS UNTiLL THE LAND AREA SURROUNDING THE DWELLING
HAS DEVELOPED A STABLE GROUND COVER
7. CONTACT CAPE COD FNGWEERING, INC. PRIOR TO SITE PREPARATION
WORK AND 1 OR EXCAVATION ACTIVITY TO RFVTi: W' ADDITIONAL
REQLRRKMEN M
B. DRIVEWAY MODIFICATION SHALL REQUIRE ALL BTTUIItl NUS, CRUSHED
SHELL AND BASE MATERIALS TO BE REMOVED FROM THE LOCATION
OF DRIYF. AREAS BEING ABANDONED. VERIFY SUBSOIL QUALITY AND
TOP DRESS WITH SUITABLE COMPACTED TIPCKNFSS OF HIGH
QUALITY TOPSOIL TO MATCH EXISTING GRADES. SEED AS REQUIRED.
9. NEW DRIVEWAY AREAS SHALL HAVE ALL TOPSOIL AND ROOT
MATERIAL. REMOVED TO A SATISFACTORY DEPTH SUBJECT TO
INSPECTION. PLACE SUBBASE AND COMPACT TO MATCH PROPOSED
DRIVEWAY GRADE WITH NATIVE PROCESSED GRAVEL (MASS
HIGHWAY SPEC. M 113.1 IS PREFERRED) USE OF RECYCLED
MATERIAIS, "ABC" OR "T" BASE MAY ONLY BE USED WITH OWNERS
APPROVAL. PLACE APPROPRIATE CRUSHED STONE OR SHELL
SURFACE. Wl APPROM I IN. COMPACTED THICKNESS_
10. THF, RE -GRADED LAND AREA5 AFFECTED BY TIRE PROJECT SHALL BF.
SHAPED USING APPROPRIATE CONSOLODATIYG SU&SONS AND I OR
TOPSOR& RESTORE LAWN AREAS WITH NATIVE FESCUE GRASS SEED.
11. ALL TREES NOT FLAGGED FOR REMOVAL SHALL BE PROTECTED FROM
HARM OR CONTACT WITH MACHINERY. NO EARTH STOCKPILE OR
LNNAPPROPRIATE GRADE CHANGE IS PER.VIFITED TO AFFECT ANY
TREE.
TOPOGRAPHIC PLAN OF LAND
SHOWING
PROPOSED ADDITION AND MODIFICATION
TO AN EXISTING DWELLING
PREPARED FOR
BRETT AND MARK KRISTOFF
AT
72 WHTT CEDAR ROAD WEST YARMOUTH, MA
ASSESSOR'S MAP 9, PARCEL 7
(DLCEMBL�R IT;'1dT2' SCALE - AS NOTED
PREPARED BY
N=: APE COD ENGINEERING, INC.
r ROBERT M. PERRY, P.E.
P.O. BOX 1517 S eU i IQ
EAST DENNIS MA 02641
TeF 508-385-1445 GL�i Plq