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CONSERVATION COMMISSION COMMENTS
APRIL 5, 2016
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LOCATION MAP 1 " = 2000'
ASSESSORS PARCEL 014-020 I ASSESSORS PARCEL 014-021
/tom ,�NIVEL FUiVI UMVL /TI 1-"AIVIVLL /-'UIVI UKIVL `
N11,_ CHANNEL DRIVE LLC N/F HAVES MICHAEL ✓ LIFE EST / k` 6 �
EXIST. WATERINE m
(APPROXIOCATION) / �� o Co
O
_ _ _ RELOCATE o
X_7� EXISTING EDGE OFPAVEMENT C H A N N E L P O I N,T60D R I V Ex53 ExISTNGx�pg.GRAVEL ag 60\ x59 / x6.1x 6,3/EXIST. GAS LINE (APPROX. LOCATION) DRIVEWAYEXIST/NG EDGE OFrPAVEkEfIT RELOCATE RE8AR x 5.0T UNDERGROUND ELECTRIC SERVICE LP EXISTING 6' \ �i•-� I o
MOVE AS NECESSARY ELECTRIC Box - - (END) z
PROP. 1-5T LONG x 8.5' WIDE x 11' D) N41'4340"E 14.4 Lai HYD a
DEEP LEACHING CHAMBER SYSTEM IN v PEASTONE I a FULL SIZE sv� a I
EXISTING 7REEUoE z DRIVEWAY / I I �ONVENTIONA YSTEM 8 \ x 4.
- - - - 1 BED CONFIGURATION WITH 3 ROWS OF 9
ADS 16" HIGH CAPACITY BIODIFFUSERS r v \ �N o 59
�I PROP.
(H-20 LOADING) 5.5 \- TH//1 D BOX 2"0 SCH EXIST SEPTIC o
YSTFU
PROP. II SPECTION PORT + 1 LOADING} 40 PVC PPROX oR R
F EX
------ _ UMI OCAVATION
LOCATION)
- PROP. VENT \ ( t +9.--- REMOVE (FN�
t
l �- ----�,-- -i- - ---
YD I 1 20.0' / ---- ------3+-1 1 ' X4.9
I
o �
-� PROP. 1500 4"0 SCH� I GALLON
o W \ 10'MIN I
f _ 40 PVC MONOLITHIC Ik
_ PUMP CHAMBERPROP. y y.�
l
W I PROP. 40 MIL I I SHED PROP. j WALK 000 \ I (WATERPROOFED)
12` W o o POLY B�RRIER j u 5 / ' GARAGE o a F 113 WAY \ I (H-10 LOADING) m
URS I I 5.., \ 'o 7.6ft
Q J \ n PROP' PROP. SLAB N \ g I EXIST. 7500 r4 I^
NOTES: �z = I t BREEZEWAl1 EL=10.00 x6'' 1 \ \ ;o PROPOSED FOYER GALLON
1) SEE "SIMMONS RESIDENCE 2 CHANNEL POINT ROAD YARMOUTH, �.¢ I I (- I <5.i� 8.0 SEPTIC TANK w In O I
O Z I 26. h 0.2 ro F EXISTING
MA BY PATRICIA VAN BUSKIRK LANDSCAPE ARCHITECTURE FOR \ Too' euF R zoNEl �4_ I DECK I RETAIN
- ` PROP. STONE
LANDSCAPE PLAN (REFER TO LANDSCAPE PLAN FOR MATERIAL x x z, ! \ PROP.' PROP. BALCONY (REMOVE) LANDING I \
\ Q \ r I I i � STONE (2ND FLOOR) EX/ST/NG DWELL/NG - . w- - -) BUFFER ZO
SPECIFICATIONS). X� LANDING' PROP. STONE w --•l 100' - x4.5 I
2 SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL. !2 --"`- -w- - -w�
/ I o (1ST LANDING T.OF. EL. =75,f
3 PROPOSED SHED MUST BE SECURELY ANCHORED TO A FOOTING \ FLOOR) x5-5 EL.=72f I 3) PROPOSED EXISTING % � � }� PROP. EX/SL RIDGE EL=34.30 zl
OR FOUNDATION PER CON COM BYLAW REQUIREMENTS. Dw£Luuc ExisnNc \ I \ I� 1702f CONNECTING FFE Et. -5f Exisr.
4 SEE PLAN PREPARED BY BSC GROUP, PREPARED FOR y8 J ASPHALT \ \ Z ___ I _____BALCONY ___ __ RIDGE
DRIVEWAY t o fi T EXISTING EX/ST/NG I x x 4
SLAB EL=12.31 % I / h I PROP. EL =3283 0l v
SWEETHEART CREEK PROPERTY ABUTTERS C/O ROBERT GRI FFEN � / 'ENCLOSED PORCH lsTnlRs GARAGE I
GRIFFIN INTEGRATED COMMUNICATIONS 260 FIFTH AVE, 6TH FLOOR L = =_-� / / / I I 2ND FLOOR I SLAB FFF " I
( ) .- ►EXIST. PROP
NEW YORK, NEW YORK, 10001, DATED FEBRUARY 21, 2013 FOR �� / x5.7 I 11!1'111 jj1 �oECK Ec.=72f EL.=7af i OUTDOOR
PR SED SCREEN PORCH + �
TOPOGRAPHIC SURVEY OF SWEETHEART CREEK. �' \/ �_ �iST FLOOR 10'x14') -6.' EV/51. I I \ PROP Ii SHOWER
/1LLl_/1LLLLL/ > .. / 50' S Bs�CKC. ..ENING STAIRS \ A110 Ib/ m I x e.3
< / EXISTNG Ico
/ DECK (1ST & DECK I .I x 6.4 ' EX
/ST.
\ FENCE 2ND FLOOR) DECK 150' SETBACK l
\ I 6 i
IST FLOOR EL. =81f PROPOSED � �� I / 30.0 ' 1 \ \
2ND FLOOR EL. =157
35TS ACK L \'- E.0'-- FlREPIT � "PROP. x 4.3
/ PROP. I I - PA �ROf�. a
IPROP. ASSESSORS PARCEL 0144 -030
=.E2r
I f 12x I
\ DUNELINE�- ELECiI?1C SHED
. ' 35 SESCK f23 SALT MEADOW ROAD \ .
I = ! BU/L91NG ENVELOPE I I UNE ___L�� ENG Y N/F KORIAN PAUL P. & KORIAN ANN H. \
ASSESSORS LOT 014-009III
! LIGHT POS%"
EXISTING WOOD 30,492± S.F. I _ / \ - - - - - - - - \
WALKWAY x 5.7 ` - - Tf OUTDOOR x 5EXISTING x 4.1 \ -
- _ EXISTING PROPOSED SILT SOCK x5 I EXISTING WOOD SHOWER \
F£MA fLOOD& LIMIT FEONE AE �EL-1 fJ _ WORKREBARt ` - - - - T WALKWAY
_
lT -PIES _ EXIST/NG TOP BANK x 5.6 x, x 4.8 \ S A L T MEADOW
FFnfA.�4PPR-�CLYE. ET.i - - - _ .. - .: x 5.3 _ .. _ x 5.: x
- - .»......... �. :.:. ._ ..: ....... _EXISTING WATER LINL` 4.1
-- -----_ ...-0- _ ST/NGT _
SAI LT MARSH - - - - - - - - -. • ROAD
_.&7 7/ME OF-SURYEY) \� OP , q FEMA FFLOODDZZOONE AZ7 (EL 1
""""""""'•••., \ .O S�ARTINAALTERNIFLORA - -'•�:; - � �E/SJ7NG' - � BANK -- - -
_ _ - �- - - - - - - PEED
POWER PEDESTAL - _ _
EXISTING RAMP - - - - - -EXISTING _ _ E _
- /� - - -2- G NEW RAM OP - _ - ( . -....
- - - - o� PILING (IVP)• ' 8' L - LEVERED BENCH FITS _ - - -`}- - - - �' - UP _ - - SALT MARSH
o _ (REPLACE WITH NEW 1 ON RAMP _� �_ /yG ��" /' SPARTINA ALTERNIFLORA
... - EXISTING_ '4 - - - _ _ \ - S ZI 4Ty�ygT `v _
_ _ _ ............. PROPO .�D _ _ _
- - - - - - GHT POST SPARTINA AL ERMfZORA • - - -
---_-------- FLOAT J - 8' �.. or liy- _� / i- `2-- _
--- 98.2' �o _ EXISTING �� F ---- -
__ PILING (TVP) 1 �` �_`� -\_ 2_/ ��./ �^ _---_`---OS^(�EANfJ/Gy1yATER
- - - - --6---, _ BENCB GAR4GLABMARK
- - - 8'0 12.0 1 / 1 - - ` ` PROPOSED PILING
4'` EL. \ BJ
NA. V.D. 88 DATUM - - --4XIISTING FLOATS / /'� -- -"2- - (MEAN L071 &ATR
_,, T Y D A L R�_E_K _ (REMOVE) 2_.. _ _ EEL.= -2,f
_/-___
- - _ - - - - - - PROPOSED 2-12' LONG z 6',
(SWEET ART CREEK) WIDE & f=8' -LONG x 6' _ - - _ _ -
x-84 x-86 x-9.0 0 6� WIDE DOCK FLOATS -(192 -Sq \ - --6-
EXISTING ` -8- '----------------------__
FLOAT
� --- --'�
`--------6-- _--- ---- � _--- x-72 /
--__---, �� -- EXIST/NG
- - - EXISTING -
° -----�}----- -------_ �------ -_ FLOAT `� �---- --- PILING TYP
EXISTING
PILING TYP ��--_ EXISTING ��---__--_--
( i - - � - - - - -FLOAT EXISTING RAMP
_ _ EXISTING
- - -'2- - - _ - _ EXISTING RAMP
EXISTING RAMP -----------_- EX/STING_-_EXISTING RAMP /-"�� � PIER
----------- PILING (TYP)
----- --- EX/SANG-----"-.-
rwcnur nrro n_C 771 PROPOSED -18.0' RAMP SECTION
1
EXISTING
PIER EXISTING
PIER
TOP OFSECTION B -B SECTION A -A PROPOSED RAMP
COASTALEXIST/NG PILE
EXISTING WOOD WALKWAY
BANK _\ EXISTING (ABANDON)
-� PIER �- /
EXISTING
PIER
�- PROPOSED 8" PILE FOR FLOAT ATTACHMENT (TYP)
PROPOSED 2-12.0' LONG x 6.0' WIDE & 1-8.0'
LONG x 6.0' WIDE DOCK FLOATS
10
0+00
PROFILE VIEW
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
PILING
---- -(TVP) ---------------2- _'-----------.2
20 0 20 40 60
(MEAN HIGH WATER (EL=0.8)
MEAN LOW WATER (EL= -2)
10 0 10 20 30 1+00
m 1117=7
Scale 1 " = 10'
Scale I " = 20'
EX/STING DECKING WITHOUT
SPACING IN BETWEEN PLANKS
PROPOSED J"x6" DECKING
WITH j" SPACING BETWEEN
PLANKS
EX/ST/NG 2x8
EXISTING STRUCTURAL _
FRAMINC
EXISTING TIMBER PILES
(TyP)
i
PROPOSED 2x6 CAP
PROPOSED RAILING
- PROPOSED 2x4 RAIL
PROPOSED BOLTS (TYP)
`-EX1S77NG GRADE
10 DOCK SECTION A -A
SCALE: 1/4"=1'
11
EXISTING DECKING WITHOUT
SPACING IN BETWEEN PLANKS
PROPOSED J"x6" DECKING
WITH J" SPACING BETWEEN
PLANKS
RAMP MOVEMENT DETAIL
SCALE: 1 "=10'
12"DIA. BIODEGRADABLE SILT SACK FILLED
WITH WOOD CHIP COMPOST BLEND
-- PROTECTED
RESOURCE AREA
STAKE EVERY 4 FEET
18.0' RAMP SECTION
0 M.H.W.
FLOAT EL=1.81
18.0RAMP SECTION
0 M.L.W.
FLOAT EL=-i.Of
DISTURBED AREA
WATER FLOW
TRAPPED SEDIMENT
- CONSISTENT
GROUND CONTACT
SILT SACK DETAIL
NOT TO SCALE
CBOH
(END)
EXISTING
FLOAT
RICHARD
J.
GRADY
No.2B072
DOCK NOTES
1. DOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE TOWN OF YARMOUTH REGULATIONS AND WETLAND
PROTECTION REGULATIONS SECTION 10.03
2. ALL KNOWN EXISTING TOWN, COMMERCIAL, OR PRIVATE
PIERS, TOWN LANDINGS AND BEACHES WITHIN 100' OF
LOCUS EXISTING PIER ARE DEPICTED ON PLAN.
3. RAMP AND FLOATS TO BE REMOVED SEASONALLY.
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REVISIONS
JANUARY 11, 2016
-
--------------- - -----
-
EXISTING PILE
MARCH 10, 2016
CONSERVATION COMMISSION COMMENTS
APRIL 5, 2016
CONSERVATION COMMISSION COMMENTS
-APRIL 15,• 2016 '
WATERWAYS COMMENTS
-
------------
- -- -------------------
3.0'
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0+00
PROFILE VIEW
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
PILING
---- -(TVP) ---------------2- _'-----------.2
20 0 20 40 60
(MEAN HIGH WATER (EL=0.8)
MEAN LOW WATER (EL= -2)
10 0 10 20 30 1+00
m 1117=7
Scale 1 " = 10'
Scale I " = 20'
EX/STING DECKING WITHOUT
SPACING IN BETWEEN PLANKS
PROPOSED J"x6" DECKING
WITH j" SPACING BETWEEN
PLANKS
EX/ST/NG 2x8
EXISTING STRUCTURAL _
FRAMINC
EXISTING TIMBER PILES
(TyP)
i
PROPOSED 2x6 CAP
PROPOSED RAILING
- PROPOSED 2x4 RAIL
PROPOSED BOLTS (TYP)
`-EX1S77NG GRADE
10 DOCK SECTION A -A
SCALE: 1/4"=1'
11
EXISTING DECKING WITHOUT
SPACING IN BETWEEN PLANKS
PROPOSED J"x6" DECKING
WITH J" SPACING BETWEEN
PLANKS
RAMP MOVEMENT DETAIL
SCALE: 1 "=10'
12"DIA. BIODEGRADABLE SILT SACK FILLED
WITH WOOD CHIP COMPOST BLEND
-- PROTECTED
RESOURCE AREA
STAKE EVERY 4 FEET
18.0' RAMP SECTION
0 M.H.W.
FLOAT EL=1.81
18.0RAMP SECTION
0 M.L.W.
FLOAT EL=-i.Of
DISTURBED AREA
WATER FLOW
TRAPPED SEDIMENT
- CONSISTENT
GROUND CONTACT
SILT SACK DETAIL
NOT TO SCALE
CBOH
(END)
EXISTING
FLOAT
RICHARD
J.
GRADY
No.2B072
DOCK NOTES
1. DOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE TOWN OF YARMOUTH REGULATIONS AND WETLAND
PROTECTION REGULATIONS SECTION 10.03
2. ALL KNOWN EXISTING TOWN, COMMERCIAL, OR PRIVATE
PIERS, TOWN LANDINGS AND BEACHES WITHIN 100' OF
LOCUS EXISTING PIER ARE DEPICTED ON PLAN.
3. RAMP AND FLOATS TO BE REMOVED SEASONALLY.
,ti._.i"a C nrr:is�tcr, ,r
I < � store rr
REVISIONS
JANUARY 11, 2016
YARMOUTH WATERWAYS COMMENTS
MARCH 10, 2016
CONSERVATION COMMISSION COMMENTS
APRIL 5, 2016
CONSERVATION COMMISSION COMMENTS
-APRIL 15,• 2016 '
WATERWAYS COMMENTS
PROPOSED DOCK PLAN
PROPOSED 2' x 6'
CANTILEVERED BENCH
`- EXISTING 2x8
EXISTING STRUCTURALEXISTING TIMBER PILES
FRAMING VARIES (IVP)
N-EXIS77NG GRADE
DOCK SECTION B -B
SCALE: 1/4'=1'
#2 CHANNEL POINT DRIVE
YARMOUTH, MASSACHUSETTS
APPLICANT
JACOB G. SIMMONS DECEMBER 28, 2015
C/O CHANNEL POINT LLC SCALE: 1 "=20'
17 CAPE DR UNIT 2 JOB NO. 14-105
MASHPEE, MA 02649
GRADY CONSULTING, L.L.C.
71 Evergreen Street, Sulte 1, Kingston, MA 02364
Phone (781) 585-2300 Fax (781) 585-2378
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