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100 YEAR COASTAL FLCX>D Z-aNC-'-: P- EL- I ZONA -A/ �I
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TOP GAP STONlB EL. - -7.0 ti
FACE :TONES '000-80001bs I'
+v�i5'�o wE1GHING '..75001bb--.
GORE MATE2IAL 7 50 I bS - P-_
TO CHIPS ,.�i30ye� 1016
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TO F- STO N E
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AVE 2a GE vVF-1 G} iT --- .�' p 4Uj ` �GEOTE.XT1L-E FILTE.2 FArS21C -} 0
Co 000 Ib`>� nen Z LAYE2,OV�f2LAP JOINTS
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GENERAL NOTES
1. Elevations refer to NGVD of 1929. See benchmark on
z �.� concrete bound near northeast lot corner.
2. Plan reference: Land Court Flan 9194-A.
3. MHW has been delineated according to known difference
between NGVD and MLW datum at the specific location.
4. All construction access for revetment construction
%P\ % shall he via the:aecess area depicted on the plan.
i ,' fife 5. Work limits shown on the plan shall be staked prior
�.:._,.
to commencing work.
6. No construction activity or construction equipment
100'� shall be permitted seawartd of this staked work limit.
7. All f 1 material ;,sand, stone, etc, shall be clean,
natural material free of any refuse, debris, mortar,
asphalt or the like.
SFr 8. Armor cap stones shall be fitted for maximum
stability. The seaward revetment face shall vary
0.5' - 1.'0' in relief and shaft not be constructed as
a "rubble mound" structure.
9•All unused stone shall be removed from the work area
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f
to an offsite location.
10. Revetment work area restoration shall include
,intensive planting of American beach grass plugs on
12" maximum spacing along the toe and top of the
revetment., Plant according to suppliers'
recommendations.
11. 'Please refer to any existing Order of Conditions
prior to commencing work.
\up�/�N FI LT�2 FA r�21G GAL-
' �N�7 �2 E.D MONOFILA1.i3 Ch1 T' -I PSY
GA 2T NAGE MILLS APP¢O\/p MIUAL-
3 0 3 q 12 --
- STo N f R �-v ST M ANT ET,a. i L
H01Z1ZONTAL `Y '0EQ-TICAL SCALE: I" - M) PT
r>Ass 2. Iv E.2
j00 YR, 91,000
TI Ntl :a e.4 \\.JA LL.
M HV
Pests -AGN Af211-A+ I UPLAND
F`aa D JL -4 C
� TfrANSI"f!CeJ
A -z ow�i-c
TOP GAP E -t-.= 7 0
-PLANT A>ZEA
AJ PE -2- ..
NOTE Ir' 1O
,,,_ 1� �-'° PsaoPoscD oTON�_/
r1.GV J✓T M E; N T
L 12" A
-40 -'moi
40 -10 o Ip 10 SO
1-IOIZIzoNTAL VF 2T'i!�L SGAL.R : "= 10'
,1 r
WATERFRONT SITE PLAN OF
LAND 1N
SOUTH YARMOUTH, MA
- FOR -
HENRY GILL _
SHOWING PROPOSED - BANK STABILIZATION
STONE REVETMENT
--
DATE--'APP-I L 8 ICiGIl REVISED: ;<
SCALE I , -' -0 DESIGN J j:> r 1 F>, jej P
DRAWN BY CHECKED BY— -E':j:t'
SCHOFIELD BROTHERS
PROFESSIONAL ENGINEERS 81 LAND SURVEYORS
P.O. BOX 101 - ROUTE 6A- ORLEANS, MA 02653
(508) 255-2098 Job ' No. 0-8263
C,
1
R E -MAINS O !z
TI Ntl :a e.4 \\.JA LL.
M HV
Pests -AGN Af211-A+ I UPLAND
F`aa D JL -4 C
� TfrANSI"f!CeJ
A -z ow�i-c
TOP GAP E -t-.= 7 0
-PLANT A>ZEA
AJ PE -2- ..
NOTE Ir' 1O
,,,_ 1� �-'° PsaoPoscD oTON�_/
r1.GV J✓T M E; N T
L 12" A
-40 -'moi
40 -10 o Ip 10 SO
1-IOIZIzoNTAL VF 2T'i!�L SGAL.R : "= 10'
,1 r
WATERFRONT SITE PLAN OF
LAND 1N
SOUTH YARMOUTH, MA
- FOR -
HENRY GILL _
SHOWING PROPOSED - BANK STABILIZATION
STONE REVETMENT
--
DATE--'APP-I L 8 ICiGIl REVISED: ;<
SCALE I , -' -0 DESIGN J j:> r 1 F>, jej P
DRAWN BY CHECKED BY— -E':j:t'
SCHOFIELD BROTHERS
PROFESSIONAL ENGINEERS 81 LAND SURVEYORS
P.O. BOX 101 - ROUTE 6A- ORLEANS, MA 02653
(508) 255-2098 Job ' No. 0-8263