HomeMy WebLinkAbout83-2023 - Dock Ramp Float & Site Plan\\ we Fo9eBEED BK.28518, PG. 145 O MARTHAB.HEALEY
o/' - X09 2 HARVARD ST.
HOLYOK,E, MA 01040
MAP 81, PARCEL 40
\ \\ \ ACCESS AND
\ , LIMIT OF WORK
i
sl
/ E o00 .. \s REMOVE VEGETATION,
REGRADE AND REPLACE
WITH LAWN N N I
o J ry0
3
4
I aaa
28
O % Po/ ti N h M
A / TOF=35.32
I (NAVD88) 2� `� l m et ro
24 Conc. wol/
IS 63
O
Goroge HOUSE TO REFRAMED BE Deck '"� / / / / - �/ / -0.53
UNDER Above// / / 8/
(Pot1o) � / 0 22- / sJ -2,60
r SE83-2013 / x r ffi/ / / / 4 -" - MHW-1.8'
/ CUT y X X. / // // 3,232,362.77/.
ISA i
REMOVE VEGETATION, / / FILL / �� ti ,f-, /12`a �✓.(p �.' 2,24
Qo/ REGRADE AND REPLACE /ti'L0 r arc 1,31 Approx. MHW per
A WITH LAWN h� 2826 ��( 6 / 1 / / � '00 �2.1�\. \ Pl. Bk. 245 pg. 7
Ll
/^0 / y 2 �i 4 �^
9 014
/ /O /5;O / Ae / / / 7 8 / 1.91 )( L39 c�
t) / / / , ' 3 a 6F 4 yrc
3 3 an e
/ 3 i 9 tY k'z�/ / PROPASED/ rx'2. 3� 9 �. -0,� 3q x -1,16 x -193
/ 4 r 6 ry0 0 1 / / lX GRPDE EPS/ '7� 4<'d ,�x 1,46 1,53 r t
5 e /
r,/MOW 3
c- 8 R GRA E _,7F / jjREES \ N. OY `) [_�
/ T�EL.�26" / ((I'ALk /WASP DAMAGE) -0,03 1� �L y -2,62
la4a / 6°% // / / / ( 3.43 I� ` 3r0 0
ACQESS AND 1156 /) 179 . `.' � x x 1.922 102'±
LIMIT OF/WOW P➢tOPOS76 3.5'.,WIIDE =xu_ / X -2,65
10 5 Q 10 20 x C__ 40- - - - - ry0 / / / / / x 80'rLONG PIER i
st1611 / / / / /
SCALE: 1"=20' �\---- �� �ti / / y `,: / x 3,11
-2.74
NIF
KENR/CK FAMILY TRUST \ \ I v PRC{P SE x8'
I 1 I I AGE B H y -2.
C/0 RUSSELL TE 7,q \ x -3,17
88 PARK AVE. ` \\ \ l� 1 _, 7 -L13 /P OSED
k
ARLINGTRON, MA v V / Q, /3 2' AMP
26
24
22
20
18
16
14
12
10
8
6
4
2
0
-2
-4
2"x6" RAILING B
CAP TYP
°
2"x4" RAILING
TYP
5/8" THROUGH 2"x6" DECKING W/ Y/4"
BOLT TYP SPACING; OVERLAP 1" (TYP)
° 2"x12" STRINGERS
° (TYP)
3"x10" YOKE; 3/4" THROUGH
(2) TYP. BOLT WITH DOCK
WASHERS (TYP)
_,i3"x8" CROSS
BRACING, (TYP)
10" GREENHEART
PILES (TYP)
B
SECTION A DOCK DETAILS
1 .5 Q 1 2 4
SCALE: 1"=2'
LEGEND
-
EDGE OF MARSH
MHW
Imo- 4'
MLw,
2"x6" RAILING CAP
X -3.39
SPOT ELEVATION
-2-
ELEVATION CONTOUR
FASTEN TREADS WITH COATED
PROPERTY LINE
lo w2 in 1
4"x4" POST BOLTED
AVL
MARSH (ALTERNIFLORA)
BEACH
TREE TO BE REMOVED
77MBERLOCK FASTENERS AND/OR
3/B""x10" GALVANIZED SPIKES
TREE TO BE REMOVED
EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND
THROUGH YOKES AND
OB
PIER, RAMP AND FLOAT EXTEND 80'1 BEYOND MHW
►!
COASTAL
BANK
2"x4" RAILINGS (TYP)
TOP OF
JOISTS (TYP)
PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRI/EN
EX. PATIO 3'
A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT,
SCARP
MHW=1.8' MLW=
2"X12" STRINGERS
CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL
PROPOSED FILL
BEFORE REMOVING EQUIPMENT FROM THE SITE.
42" 6"X6" NON P.T. TREADS
THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE
(8 TOTAL, TYP OR
9.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE
_T
PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
h COMPACTED BACKFILL
2"X6" DECKING
(4) 4"x10" BEAMS)
11.
THE DOCK IS PERMITTED FOR THE DOCKING OF A DINGHY ONLY, WITH A MAXIMUM LENGTH OF 12
TRC
"
�W/ 3/4" SPACING
THE 14 TREES PROPOSED FOR REMOVAL (PLUS THE CLUMP OF TREES WITH GALL WASP) SHALL
.
TREE SCHEDULE:
BE REMOVED FROM THE UPLAND, WITH ALL DEBRIS REMOVED TO THE UPLAND AREAS PRIOR TO
-.--�__���._._�_-.�___-
DISPOSAL. ALL TREES REMOVED ON THE COASTAL BANK SHALL BE FLUSH CUT ONLY. ALL TREES
P=PRUNE REMOVE
LANDWARD OF THE RETAINING WALL SHALL BE REMOVED WITH STUMPS GROUND 6 INCHES BELOW
N0,
FINAL GRADE.
Z�13.
-
PROPOSED 3.5 x80 PIER -
- --
-_
.RQPQSE212 n1aM.XQ
LONG GREENHEART PILES, T P
PROPOSED
COASTAL BANK SHALL BE MAINTAINED AT 3 FEET HIGH UNTIL ELEVATION 20, THEN 4-5 FEET HIGH
R
_
3/4" THROUGH -BOLTS
BE MAINTAINED AT 5 FEET HIGH MAXIMUM, PICTURES OF THE AREA SHALL BE TAKEN BEFORE AND
OAK
AFTER EACH PRUNING CYLE AND SUPPLIED TO THE COMMISSION FOR THE RECORD.
OPTIONAL 1/2" x 3'
,t "
--_
6'
(TYP)
TOP OF THE WALL WITH APPROXIMATELY 20 YARDS OF COMPATIBLE SOIL THE AREA BEHIND THE
4
WALL SHALL BE REGRADED TO PROVIDE AS MUCH USABLE YARD AT ELEVATION 26'.
REBAR TO SECURE
P
PLAN BK. 154, PG. 29
TOP OF DECK = 80 NAVD 88
8"
OAK
10' FLOAT
BtOC1C 'RETAINING WAt L -
TREADS TO GROUND
8"
°
°
3"x10" YOKE; (2) TYP.
STORA E SUPPORTS
4"
WITHOUT SIDE 77MBERS
14" MIN.
�
(INSTALL STEPS THROUGH WALL) ---._-�
_-_
OAK
_i
- -
TREAD DEPTH
PROPOSED 2x8' TORAGE BENCH
°
REGISTRY OF DEEDS PLAN BOOK 154 PAGE 29
1
PINE
R
111
14 14"
3"x CROSS
P
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 12' NAVD
12
AT
-GRADE STEP DETAILS
P
°
(TYP)
PINE
R
25001CO591J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE
13
B"
3/4" THROUGH BOLT
WITH
14
10"
1
5 Q t 2 4
15
DOCK WASHERS
(TYP)
Sq� l
BOX
16
SCALE: 1"=2'
PINE
ER_GOSION STEPS
10" GREENHEART PILE
BUTT END DOWN, TYP)
(INSTALL
:
ROAD
P
PLS IN NOVEMBER 2014.
°
12"
OAK
P
WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
_
\\
PINE
°
°
INSTALL SCREW ANCHOR
AT
PINE
R
\
21
51 (PUBLI
PINE
EACH BENT SEAWARD
OF
22
12"
-
P
MEAN HIGH WATER = 1.8' NAVD 88
23
MHW TO PREVENT ICE
UPLIFT
I
MEAN LOW WATER -1.1 NAVD 88
�• `f' `f'
�f, ur. _ .__
... _ _. __.._._ ... ._ ..-�3
R
MHW 1.8'
Y
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
l
\
I
SECTION B -B
DOCK
DETAILS
\
1 3O�
J.ON ANN%CHRIS�JE
GRADE/
t
tWASEWCZ
Benchmark set
car. bot.
1 .5 Q 1
2
4
4 BRUCE ST. \
£l.=34.47 (NAV0Left
88)
Povep,
p, •
2�
GRAFTON, MA 01549
MAP 81, PARCEL 41
°\
SCALE:
1"=2'
40 _
60
\\ we Fo9eBEED BK.28518, PG. 145 O MARTHAB.HEALEY
o/' - X09 2 HARVARD ST.
HOLYOK,E, MA 01040
MAP 81, PARCEL 40
\ \\ \ ACCESS AND
\ , LIMIT OF WORK
i
sl
/ E o00 .. \s REMOVE VEGETATION,
REGRADE AND REPLACE
WITH LAWN N N I
o J ry0
3
4
I aaa
28
O % Po/ ti N h M
A / TOF=35.32
I (NAVD88) 2� `� l m et ro
24 Conc. wol/
IS 63
O
Goroge HOUSE TO REFRAMED BE Deck '"� / / / / - �/ / -0.53
UNDER Above// / / 8/
(Pot1o) � / 0 22- / sJ -2,60
r SE83-2013 / x r ffi/ / / / 4 -" - MHW-1.8'
/ CUT y X X. / // // 3,232,362.77/.
ISA i
REMOVE VEGETATION, / / FILL / �� ti ,f-, /12`a �✓.(p �.' 2,24
Qo/ REGRADE AND REPLACE /ti'L0 r arc 1,31 Approx. MHW per
A WITH LAWN h� 2826 ��( 6 / 1 / / � '00 �2.1�\. \ Pl. Bk. 245 pg. 7
Ll
/^0 / y 2 �i 4 �^
9 014
/ /O /5;O / Ae / / / 7 8 / 1.91 )( L39 c�
t) / / / , ' 3 a 6F 4 yrc
3 3 an e
/ 3 i 9 tY k'z�/ / PROPASED/ rx'2. 3� 9 �. -0,� 3q x -1,16 x -193
/ 4 r 6 ry0 0 1 / / lX GRPDE EPS/ '7� 4<'d ,�x 1,46 1,53 r t
5 e /
r,/MOW 3
c- 8 R GRA E _,7F / jjREES \ N. OY `) [_�
/ T�EL.�26" / ((I'ALk /WASP DAMAGE) -0,03 1� �L y -2,62
la4a / 6°% // / / / ( 3.43 I� ` 3r0 0
ACQESS AND 1156 /) 179 . `.' � x x 1.922 102'±
LIMIT OF/WOW P➢tOPOS76 3.5'.,WIIDE =xu_ / X -2,65
10 5 Q 10 20 x C__ 40- - - - - ry0 / / / / / x 80'rLONG PIER i
st1611 / / / / /
SCALE: 1"=20' �\---- �� �ti / / y `,: / x 3,11
-2.74
NIF
KENR/CK FAMILY TRUST \ \ I v PRC{P SE x8'
I 1 I I AGE B H y -2.
C/0 RUSSELL TE 7,q \ x -3,17
88 PARK AVE. ` \\ \ l� 1 _, 7 -L13 /P OSED
k
ARLINGTRON, MA v V / Q, /3 2' AMP
26
24
22
20
18
16
14
12
10
8
6
4
2
0
-2
-4
2"x6" RAILING B
CAP TYP
°
2"x4" RAILING
TYP
5/8" THROUGH 2"x6" DECKING W/ Y/4"
BOLT TYP SPACING; OVERLAP 1" (TYP)
° 2"x12" STRINGERS
° (TYP)
3"x10" YOKE; 3/4" THROUGH
(2) TYP. BOLT WITH DOCK
WASHERS (TYP)
_,i3"x8" CROSS
BRACING, (TYP)
10" GREENHEART
PILES (TYP)
B
SECTION A DOCK DETAILS
1 .5 Q 1 2 4
SCALE: 1"=2'
LEGEND
-
EDGE OF MARSH
MHW
MEAN HIGH WATER
MLw,
MEAN LOW WATER
X -3.39
SPOT ELEVATION
-2-
ELEVATION CONTOUR
LAND UNDER OCEAN (SALT POND)
PROPERTY LINE
lo w2 in 1
LIMIT OF WORK/ACCESS
AVL
MARSH (ALTERNIFLORA)
BEACH
TREE TO BE REMOVED
EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND
TREE TO BE REMOVED
EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND
PHRAGMFES
STORAGE SUPPORTS STORAGE BENCH
SECTION A -A PLAN VIEW Q 5 ,o >D
I SCALE: 1"=10'
IIID[[�[�I[I[fII[I�e
OVER THE APPUCANT'S PROPERTY.
3.
FLOOD AE (EL. 11') I
FLOOD AE (EL. 12')
PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE
PROJECT NO.
SC -41
-� I
--
53' COASTAL BANK
f
I 27' SALT MARSH �f� COASTAL
LAND UNDER OCEAN (SALT POND)
DanwwD No.
LUKACEMCZ.DW
EX. DECK
C-1
1� 1
WORKING BARGE COME IN CONTACT WITH THE MARSH.
5.
BEACH
EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND
EX. DWELLING (CANTILEVERED) TOP OF
EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND
OB
PIER, RAMP AND FLOAT EXTEND 80'1 BEYOND MHW
►!
COASTAL
BANK
TOP OF
PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRI/EN
EX. PATIO 3'
A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT,
SCARP
MHW=1.8' MLW=
-1.1'
CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL
PROPOSED FILL
BEFORE REMOVING EQUIPMENT FROM THE SITE.
S.
THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE
PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
9.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE
_T
PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
10.
APPROX. 201 CU YDS
OWNER OR SHOREFRONT CONSULTING.
11.
THE DOCK IS PERMITTED FOR THE DOCKING OF A DINGHY ONLY, WITH A MAXIMUM LENGTH OF 12
FEET,
312.
THE 14 TREES PROPOSED FOR REMOVAL (PLUS THE CLUMP OF TREES WITH GALL WASP) SHALL
.
TREE SCHEDULE:
BE REMOVED FROM THE UPLAND, WITH ALL DEBRIS REMOVED TO THE UPLAND AREAS PRIOR TO
-.--�__���._._�_-.�___-
DISPOSAL. ALL TREES REMOVED ON THE COASTAL BANK SHALL BE FLUSH CUT ONLY. ALL TREES
P=PRUNE REMOVE
LANDWARD OF THE RETAINING WALL SHALL BE REMOVED WITH STUMPS GROUND 6 INCHES BELOW
N0,
FINAL GRADE.
Z�13.
-
PROPOSED 3.5 x80 PIER -
- --
-_
.RQPQSE212 n1aM.XQ
LONG GREENHEART PILES, T P
PROPOSED
COASTAL BANK SHALL BE MAINTAINED AT 3 FEET HIGH UNTIL ELEVATION 20, THEN 4-5 FEET HIGH
R
FOR THE REMAINDER OF THE BANK SLOPE. ALL VEGETATION AT THE BOTTOM OF THE BANK SHALL
2
BE MAINTAINED AT 5 FEET HIGH MAXIMUM, PICTURES OF THE AREA SHALL BE TAKEN BEFORE AND
OAK
AFTER EACH PRUNING CYLE AND SUPPLIED TO THE COMMISSION FOR THE RECORD.
14.
�-
OF PILE 14 NAVD-(2 ALj -X
6'
PROPOSED 3' HIGH SEGMENTE
TOP OF THE WALL WITH APPROXIMATELY 20 YARDS OF COMPATIBLE SOIL THE AREA BEHIND THE
4
WALL SHALL BE REGRADED TO PROVIDE AS MUCH USABLE YARD AT ELEVATION 26'.
OAK
P
PLAN BK. 154, PG. 29
TOP OF DECK = 80 NAVD 88
8"
OAK
10' FLOAT
BtOC1C 'RETAINING WAt L -
6
8"
CEDAR
R
PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
STORA E SUPPORTS
4"
OAK
�-PROPOSED 3 X 22 RAMP
�
(INSTALL STEPS THROUGH WALL) ---._-�
_-_
OAK
_i
- -
-_
PROPOSED 2x8' TORAGE BENCH
REGISTRY OF DEEDS PLAN BOOK 154 PAGE 29
1
PINE
R
111
14 14"
SEE DILTAIL A
P
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 12' NAVD
12
12"
PINE
P
88) PER FIRM PANEL #591 OF 875, COMMUNITY MAP NUMBER
PINE
R
25001CO591J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE
13
B"
:4:ATRApES1M@,ER_
-_
14
10"
PINE
R
15
14"
PINE
R
EXISTING CONDITIONS SHOWN HEREON WERE COMPILED
16
14"
PINE
ER_GOSION STEPS
FROM FIELD SURVEY PERFORMED BY TERRY A. WARNER,
17
:
OAK
P
PLS IN NOVEMBER 2014.
18
12"
OAK
P
WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
19
10"
PINE
P
SHOREFRONT CONSULTING AND SURVEYED BY TERRY A. WARNER.
20
B"
PINE
R
21
51 (PUBLI
PINE
P
DATUM FOR ALL ELEVATIONS = NAVD 88
22
12"
-
P
MEAN HIGH WATER = 1.8' NAVD 88
23
13"
PINE
I
MEAN LOW WATER -1.1 NAVD 88
�• `f' `f'
�f, ur. _ .__
... _ _. __.._._ ... ._ ..-�3
R
MHW 1.8'
Y
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
THEREFORE NOT SUBJET TO MESA REVIEW
I
PLAN STAMP DOES NOT INCLUDE STRUCTURAL REVIEW
EX.1
GRADE/
.........
..... j
20
40 _
60
80
100 120
140
1601
PROPOSED 10" DIAM.
PROPOSED 10" DIAM X
x8' LONG GREENHEART
_
24' LONG GREENHEART:
EX. GRADE
PUT ADDITI(
PILES, (2 TOTAL)
PROPOSED 10" DIAM X
PILES, (10 TOTAL)
FLOTATION
18' LONG GREENHEART 19'
THIS END
\
PILES, (4 TOTAL)
1250'± TO
OPPOSITE SHORELINE
X -3.35
02174-5965 \ / / -2,67 1-3,47
MAP 81, PARCEL 56 /2 PROPO
\ I x10' FLO
n+uv{lrLAs, Ela 3
N„ P40S K -2,03 x
NSF - s+e• wN -2.04 -3.
47
SHELLFISH SURVEY GRID 1sp,
X
X
394'± TO ADJACENT DOCK
DEP LICENSE NO. 2160
X
-3.7
X -3,7'a
RW^
�rtN[
4"RfiE Iy'fiprtdl)
LIMIT OF MESA (PH -15)
x -3.90
x -3.74
X
X -3.72
X -3.94
97
CONSTRUCTION NOTES:
PILE 4.65
1. ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION
INFORMATION AS NEEDED.
-6.19
PiILLE 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY
SECTION A -A ELEVATION
5 Q 5 10 20
SCALE: 1"=10'
x -4,07
/ \ x -3,9 F
\ x -3,92
� E
D
0
79 C
B -4,01 l ,
V
x -3.37
OP�,1
�\
Px -4,02
X -4,00
80
NAL
)N
OVER THE APPUCANT'S PROPERTY.
3.
THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE
TERRY �s
PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE
PROJECT NO.
SC -41
WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS
1-27-15
AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES.
4.
THE DOCK INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS
DanwwD No.
LUKACEMCZ.DW
PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE
C-1
1� 1
WORKING BARGE COME IN CONTACT WITH THE MARSH.
5.
A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE
EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND
EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND
WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING
PERIODS OF LOW TIDE.
6.
PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN
EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE
PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRI/EN
FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO THE BOTTOM MITH
A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT,
7.
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION
CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL
BEFORE REMOVING EQUIPMENT FROM THE SITE.
S.
THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE
PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
9.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE
-SURVEY NOTES: l
PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.
10.
ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED M
OWNER OR SHOREFRONT CONSULTING.
11.
THE DOCK IS PERMITTED FOR THE DOCKING OF A DINGHY ONLY, WITH A MAXIMUM LENGTH OF 12
FEET,
312.
THE 14 TREES PROPOSED FOR REMOVAL (PLUS THE CLUMP OF TREES WITH GALL WASP) SHALL
.
TREE SCHEDULE:
BE REMOVED FROM THE UPLAND, WITH ALL DEBRIS REMOVED TO THE UPLAND AREAS PRIOR TO
RONALD W. AND CHRISTINE LUKASEVICZ
DISPOSAL. ALL TREES REMOVED ON THE COASTAL BANK SHALL BE FLUSH CUT ONLY. ALL TREES
P=PRUNE REMOVE
LANDWARD OF THE RETAINING WALL SHALL BE REMOVED WITH STUMPS GROUND 6 INCHES BELOW
N0,
FINAL GRADE.
Z�13.
THE 10 REMAINING MARKED TREES, SHRUBS, AND UNDERSTORY VEGETATION SHALL BE
GRAFTON, MA 01519
DEAD -WOODED, DE-VINED, AND PRUNED. ALL UNDERSTORY VEGETATION ON THE TOP OF THE
x -4.13
COASTAL BANK SHALL BE MAINTAINED AT 3 FEET HIGH UNTIL ELEVATION 20, THEN 4-5 FEET HIGH
R
FOR THE REMAINDER OF THE BANK SLOPE. ALL VEGETATION AT THE BOTTOM OF THE BANK SHALL
2
BE MAINTAINED AT 5 FEET HIGH MAXIMUM, PICTURES OF THE AREA SHALL BE TAKEN BEFORE AND
OAK
AFTER EACH PRUNING CYLE AND SUPPLIED TO THE COMMISSION FOR THE RECORD.
14.
THE VEGETATION AND TREES UPLAND OF THE PROPOSED RETAINING WALL SHALL BE REMOVED AND
REPLACED WITH LAWN. THE RETAINING WALL SHALL BE BACKFILLED TO WITHIN 4 INCHES OF THE
R
TOP OF THE WALL WITH APPROXIMATELY 20 YARDS OF COMPATIBLE SOIL THE AREA BEHIND THE
4
WALL SHALL BE REGRADED TO PROVIDE AS MUCH USABLE YARD AT ELEVATION 26'.
80
NAL
)N
- �G�cs10 \ fan s
3 5-12-15 MOVED WALL LOCATION 3', REVISED TREE SCHEDULE AND NOTES MCB
2 4-12-15 REDUCED FLOAT SIZE, ADDED SITE WORK MCB
1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCB
TERRY �s
SHEET ME
PLAN SHOVING PROPOSED DINGHY
DOCK, RAMP, FLOAT AND SITE YORK
PROJECT NO.
SC -41
TE Al SHOWN
1-27-15
PROJECT
RONALD & CHRISTINE LUKASEVICZ
MA
97 SALSH�REFRONT
8
DNECx�� TW
DanwwD No.
LUKACEMCZ.DW
CONSULATING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
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No. 38721
-SURVEY NOTES: l
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RECORD OWNER:
.
TREE SCHEDULE:
RONALD W. AND CHRISTINE LUKASEVICZ
P=PRUNE REMOVE
4 BRUCE STREET
N0,
SIZE
TYPE
PIR
GRAFTON, MA 01519
1
12"
OAK
R
ASSESSORS MAP 81, PARCEL 41
2
10"
OAK
P
3
OAK
R
DEED BK. 28518 PG. 145
4
14"
14
OAK
P
PLAN BK. 154, PG. 29
5
8"
OAK
R
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
6
8"
CEDAR
R
PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
7
4"
OAK
R
SURVEY BY TERRY WARNER IN NOVEMBER, 2014 AND COMPILED
8
6"
OAK
P
FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY
9
12"
PINE
R
REGISTRY OF DEEDS PLAN BOOK 154 PAGE 29
1
PINE
R
111
14 14"
PINE
P
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 12' NAVD
12
12"
PINE
P
88) PER FIRM PANEL #591 OF 875, COMMUNITY MAP NUMBER
PINE
R
25001CO591J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE
13
B"
FEMA ON-LINE DATA BASE.
14
10"
PINE
R
15
14"
PINE
R
EXISTING CONDITIONS SHOWN HEREON WERE COMPILED
16
14"
PINE
R
FROM FIELD SURVEY PERFORMED BY TERRY A. WARNER,
17
10"
OAK
P
PLS IN NOVEMBER 2014.
18
12"
OAK
P
WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
19
10"
PINE
P
SHOREFRONT CONSULTING AND SURVEYED BY TERRY A. WARNER.
20
B"
PINE
R
21
12"
PINE
P
DATUM FOR ALL ELEVATIONS = NAVD 88
22
12"
PINE
P
MEAN HIGH WATER = 1.8' NAVD 88
23
13"
PINE
R
MEAN LOW WATER -1.1 NAVD 88
24
8"
OAK
R
SOURCE; DIRECT OBSERVATION AND VEGETATION TYPES
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
THEREFORE NOT SUBJET TO MESA REVIEW
PLAN STAMP DOES NOT INCLUDE STRUCTURAL REVIEW
- �G�cs10 \ fan s
3 5-12-15 MOVED WALL LOCATION 3', REVISED TREE SCHEDULE AND NOTES MCB
2 4-12-15 REDUCED FLOAT SIZE, ADDED SITE WORK MCB
1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCB
NO. DATE RE M BY
SHEET ME
PLAN SHOVING PROPOSED DINGHY
DOCK, RAMP, FLOAT AND SITE YORK
PROJECT NO.
SC -41
TE Al SHOWN
1-27-15
PROJECT
RONALD & CHRISTINE LUKASEVICZ
MA
97 SALSH�REFRONT
DRPwN BY
MCB
DNECx�� TW
DanwwD No.
LUKACEMCZ.DW
CONSULATING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
C-1
1� 1
- �G�cs10 \ fan s