HomeMy WebLinkAbout83-1849 - Plan of Land002r.
0
/:nen •J ,\'- �=%.( ,Y �-
i
d.
c r
^` L
0
+ -
E T^/�/ E 6 /✓R T> vE
O it
D[? L O� n - I COYSTRT,MON NOTES
i[
oma. T 1 1. ELEVATIONS REFER TONGVD1929. FOR BENCIAMARK USE
\ ,
� I i
THE TOP OF T11F EXISTING FRONT LEFT LOT CORNER
MARKER re F.LTV -24.2. TRANSFER TO A STABLE POINT
I `1 NEARER TO TIIE WORK SITE PRIOR TO BEGINNING WORK.
. � 1 i•—`- f i CONTACT CAPE COD FNGIti EF.RTNG, INC. FOR ADDITIONAL
ELEVATION INFORMATION AS NEEDED
42. LOCUS YARMOUTH ASSESSORS' NAP 99 PARCEL A 27
)e
X N I 3. THE EXISTING PIER IS CURRENTLY LICENSED FOR
MAINE ENANCE BY MASS. DEP WATERWAYS LICENCE NO.
7312
4. CONSTRUCTION ACCESS SFTAI I, BE VIA THE ACCESS
ROUTE: SIIOWT O'V THE SITE FLAN AND VIA THE RIVER AS
I NEEDED AND OVER THE SUBJECT PROPERTY USING THE
EXISTING STAIRWAY. ACCESS OVER ANY ADJACENT
J PROPERTY SIIALL RE WITH THE RFSPECTIVE OWNERS'
ALITDORILSTION.
' S. THE WORK ACTIVITY SHALL OCCUPY A MINiMUM AREA
- i TO ACCOMPLISH THE FNSTALLATION OF TTIF. STONE
BUTTRESS. MINIATAL SIZED F.QUI PMENT SD ALL BE USED-, '
IF NEEDED TO ACCOAIPLISII TIIF. PROPOSED WORK WITH
i i CONSIDERATION GIVEN TO TI IE RESPECTIVE STONE SIZES.
6. ONLY THE AREA FOR ACCESS ANDTIFF, MINIMAL AREA
NECESSARY AT TIIE TOE. OF Tiff. BANK MAY BF. ALTERED.
THIS AREA SIIALL BE DIRECTLY ALONG TIIE TOF OF TUE
SLOPE..
7, ALL ARMOR STONE. AND BEDDING STONE SHAD, BF. OF
CLEAN COMPOSITION, FREE OF ANY DF,BRIS. ORGANICS OR
FINES SUCH ASSILT OR CLAY.
S. NO FARTII FILL IS NEEDED. US£, EXCESS EXCAVATED SAND
FOR RANK CONTOUR. RETAIN ALL BANK F.ARTH WTTIDN
T11E NF:W SLOPE
9. FILTER FABRIC SIIALL. RF. MIRAFi 600X, SINGLE LAYER OR
APPROVED EQUAL THE FABRIC SIIALL, BE PLACED WT7T1
SEAMS VERTICALLY ALIGNED, WITH A MINIM U11 OF 3 FT.
OVERLAP. EACH RUN OF FABRIC SHALL BE FIRMLY
PINNED TO TUE SLOPE TO WTTIISTAND MOVED ENT
DURING THE STONE SETTING.
to. BEDDING STONE SIIALL BE OF NATIVE, BANK RUN COBBLE:
STONE OF 6INCH TO S INCII IN DIAMETER
ll. ARMOR STONES SITALL BE NATIVE. GRANITE: FIELD STONES
AS SPECIFIED FOR WEIGHT ON TIIF TYPICAL PROFILE
DETAIL. SELECT PRIMARILY UNIFORM, ANGULARST'ONE
SIIAPFS AND FIT INTO PLACE. FOR MAXIMUM STABILITY.
ALL ARMOR STONES SIIALL FIRMLY CONTACT THE BED
STONES AND ARMOR STONES DIRECTLY ADJACENT.
12. DISTURBED EARTH AREAS ABOVETUE, COMPLETED STONE
ARRAY ON THE BANK AND THC ACCESS ROUTE SIIALL BE
INTENS"VELV (12 `O.C.) PI ANTED 11 tTli A-AIERICAN BFACII
CRASS AND OTIIER COASTAL GRASSES SUCII AS BROOM
SEDGE, DEER TOUNGUE, QUACK GRASS. SWITCH GRASSES
ANDSPARTTNA PATENS.
13. REMAINING EXCESS FIELD STONES -AND BEDDING STONE:
- -SHALL BF. REMOVED FROM THE BEACH AND BUFFER ZONE'
UPON COMPLETION...
14. AL1 DFBRISFROM C, ONSTRUCTIONSHALL DF REMOVED
FROM THE SITE UNSL'1TAB1 F, RUBBLE OR DEBRIS
CNCOUNTERCD SHALL BE TAKEN OFFT111', SITE_
/ JJ
1
r
i
i
t �; F -/mac �F>-� <� •_, �
y
_ J
xl N yy.4.
r
Bag
�.. Pand
✓ _'"' _0.'rs \j ,+-..�.- ANN T�r_y.-.�i ,r—>�
� Gnith�llennrx
5+o 4,
NN �i✓� F/EL (� STa ��FS
TOE FL .= —./
T ?i,i� RF'r El"N 'l-ai
ADDITIONAL NOTES PURSUANT TO THE PITILIC HEARING OF FEBRUARY 5, 2009
L UPON COMPLETION, TIIE ACCESS ROAD AND BANK AREAS LACKING.
VEGETATION SHALL BE PLANTED WCFH A DENSE ARRAY OF SWT.ET
PEPPERBUSTI, HIGHBUSTI BLUEBERRY AND B VVBERRY -3 GALLON MIN. SIZE.
2. SLOPED AREAS STIAI L BE LAID OVER WITH PINNED JUTE NFT AND SEEDED
WITTY NATIVE GRASS SFFD THROUGHOUT TIIF DISTURBED AREAS.
3. THE PLANTED AREAS SHALL BF MOSITORED.AND WATERED SUITABLY TO
INSURE: PLANT SURVIVAL
4- THF.RF. SHALL BE NO EQUIPIIF.NT OR MACIITNT. STORAGE CLOSER THAN 50 FT.:
TO THE TOP OF THE COASTAL BANK.
TOPOGRAPHIC PLAN OF LAND
SHOWING
PROPOSED CONSTRUCTION OF
i
AT
139 MAYFLOWER TERRACE
k
D[? L O� n - I COYSTRT,MON NOTES
i[
oma. T 1 1. ELEVATIONS REFER TONGVD1929. FOR BENCIAMARK USE
\ ,
� I i
THE TOP OF T11F EXISTING FRONT LEFT LOT CORNER
MARKER re F.LTV -24.2. TRANSFER TO A STABLE POINT
I `1 NEARER TO TIIE WORK SITE PRIOR TO BEGINNING WORK.
. � 1 i•—`- f i CONTACT CAPE COD FNGIti EF.RTNG, INC. FOR ADDITIONAL
ELEVATION INFORMATION AS NEEDED
42. LOCUS YARMOUTH ASSESSORS' NAP 99 PARCEL A 27
)e
X N I 3. THE EXISTING PIER IS CURRENTLY LICENSED FOR
MAINE ENANCE BY MASS. DEP WATERWAYS LICENCE NO.
7312
4. CONSTRUCTION ACCESS SFTAI I, BE VIA THE ACCESS
ROUTE: SIIOWT O'V THE SITE FLAN AND VIA THE RIVER AS
I NEEDED AND OVER THE SUBJECT PROPERTY USING THE
EXISTING STAIRWAY. ACCESS OVER ANY ADJACENT
J PROPERTY SIIALL RE WITH THE RFSPECTIVE OWNERS'
ALITDORILSTION.
' S. THE WORK ACTIVITY SHALL OCCUPY A MINiMUM AREA
- i TO ACCOMPLISH THE FNSTALLATION OF TTIF. STONE
BUTTRESS. MINIATAL SIZED F.QUI PMENT SD ALL BE USED-, '
IF NEEDED TO ACCOAIPLISII TIIF. PROPOSED WORK WITH
i i CONSIDERATION GIVEN TO TI IE RESPECTIVE STONE SIZES.
6. ONLY THE AREA FOR ACCESS ANDTIFF, MINIMAL AREA
NECESSARY AT TIIE TOE. OF Tiff. BANK MAY BF. ALTERED.
THIS AREA SIIALL BE DIRECTLY ALONG TIIE TOF OF TUE
SLOPE..
7, ALL ARMOR STONE. AND BEDDING STONE SHAD, BF. OF
CLEAN COMPOSITION, FREE OF ANY DF,BRIS. ORGANICS OR
FINES SUCH ASSILT OR CLAY.
S. NO FARTII FILL IS NEEDED. US£, EXCESS EXCAVATED SAND
FOR RANK CONTOUR. RETAIN ALL BANK F.ARTH WTTIDN
T11E NF:W SLOPE
9. FILTER FABRIC SIIALL. RF. MIRAFi 600X, SINGLE LAYER OR
APPROVED EQUAL THE FABRIC SIIALL, BE PLACED WT7T1
SEAMS VERTICALLY ALIGNED, WITH A MINIM U11 OF 3 FT.
OVERLAP. EACH RUN OF FABRIC SHALL BE FIRMLY
PINNED TO TUE SLOPE TO WTTIISTAND MOVED ENT
DURING THE STONE SETTING.
to. BEDDING STONE SIIALL BE OF NATIVE, BANK RUN COBBLE:
STONE OF 6INCH TO S INCII IN DIAMETER
ll. ARMOR STONES SITALL BE NATIVE. GRANITE: FIELD STONES
AS SPECIFIED FOR WEIGHT ON TIIF TYPICAL PROFILE
DETAIL. SELECT PRIMARILY UNIFORM, ANGULARST'ONE
SIIAPFS AND FIT INTO PLACE. FOR MAXIMUM STABILITY.
ALL ARMOR STONES SIIALL FIRMLY CONTACT THE BED
STONES AND ARMOR STONES DIRECTLY ADJACENT.
12. DISTURBED EARTH AREAS ABOVETUE, COMPLETED STONE
ARRAY ON THE BANK AND THC ACCESS ROUTE SIIALL BE
INTENS"VELV (12 `O.C.) PI ANTED 11 tTli A-AIERICAN BFACII
CRASS AND OTIIER COASTAL GRASSES SUCII AS BROOM
SEDGE, DEER TOUNGUE, QUACK GRASS. SWITCH GRASSES
ANDSPARTTNA PATENS.
13. REMAINING EXCESS FIELD STONES -AND BEDDING STONE:
- -SHALL BF. REMOVED FROM THE BEACH AND BUFFER ZONE'
UPON COMPLETION...
14. AL1 DFBRISFROM C, ONSTRUCTIONSHALL DF REMOVED
FROM THE SITE UNSL'1TAB1 F, RUBBLE OR DEBRIS
CNCOUNTERCD SHALL BE TAKEN OFFT111', SITE_
/ JJ
1
r
i
i
t �; F -/mac �F>-� <� •_, �
y
_ J
xl N yy.4.
r
Bag
�.. Pand
✓ _'"' _0.'rs \j ,+-..�.- ANN T�r_y.-.�i ,r—>�
� Gnith�llennrx
5+o 4,
NN �i✓� F/EL (� STa ��FS
TOE FL .= —./
T ?i,i� RF'r El"N 'l-ai
ADDITIONAL NOTES PURSUANT TO THE PITILIC HEARING OF FEBRUARY 5, 2009
L UPON COMPLETION, TIIE ACCESS ROAD AND BANK AREAS LACKING.
VEGETATION SHALL BE PLANTED WCFH A DENSE ARRAY OF SWT.ET
PEPPERBUSTI, HIGHBUSTI BLUEBERRY AND B VVBERRY -3 GALLON MIN. SIZE.
2. SLOPED AREAS STIAI L BE LAID OVER WITH PINNED JUTE NFT AND SEEDED
WITTY NATIVE GRASS SFFD THROUGHOUT TIIF DISTURBED AREAS.
3. THE PLANTED AREAS SHALL BF MOSITORED.AND WATERED SUITABLY TO
INSURE: PLANT SURVIVAL
4- THF.RF. SHALL BE NO EQUIPIIF.NT OR MACIITNT. STORAGE CLOSER THAN 50 FT.:
TO THE TOP OF THE COASTAL BANK.
TOPOGRAPHIC PLAN OF LAND
SHOWING
PROPOSED CONSTRUCTION OF
BANK STABILIZING MEASURES
AT
139 MAYFLOWER TERRACE
YARMOUTH ASSESSORS' MAP 120, PARCEL 4
PREPARED FOR
-�R OFMx�g� ..
PATRICK MOULTON
AUGUST 21, 2008SCALE - AS NOTED
PERRY
CIV"
PREPARED BY
^ "'0
CAPE COD ENGINEERING, INC.
F
S
ROBERT A1. PERRY, P.E.
NAI
P.O. I30X 1517
FAST DENNIS, MA 02641
RFV1SF:DFF.B.14,2007-SIfO1%VAC 'SROUTE Wt RFF•.ATT.DW ORKLIMT;
1�0.�8!-385-1445
ADD2TIOV VI. PI ANTI',S'G. AND FQITPAIF.NT STORAGE `"OTFPS A PROVED
1`r`D 1p.. Q PL