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Home My WebLink About2 CHannel Point Drive Proposed Dock PlanP�b • � Englewood ��a k � � �I��,�f p' � _� � � . ,.. _ 1) ' Y Englewood% Beach �1\� ql. Lewis Pond l� I P EXISTi P�/�ry A Y ra)d o To"er �li ._� 1 MB LTJ i " Cedar Pt�_'plo e 'Tidal Flat pine Cf �1 EXISTING TF Itland MINIMUM REQUIREMENTS: LOT AREA 25,000 S.F. 06 ADS 16" HIGH CAPACITY BIODIFFUSERS SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL.�Tn�l\tl A m , a \' PROP. INSPECTION PORT ExisriNc I LOCATION MAP 1 " = 2000' ASSESSORS PARCEL 014-020 #9 CHANNEL PONT DRIVE N/F CHANNEL DRIVE LLC / g- EXISTING EDGE OF PAVEMENT ASSESSORS PARCEL 014-021 /f1 CHANNEL PONT DRIVE \ N/F HAYES MICHAEL J LIFE EST 1 6 Z a EXIST WATER LINE /I ZONING DATA \,CHANNEL POIN I y X✓ O l`l X X 6.1 \ CD �.9 �X6-G, 1) ' r- - - - �1\� EXIST. UNDERGROUND ELLCTRIC SERVICE I P EXISTi MOVE AS NECESSARY X 5.1 ELECT PROP. 1-57' LONG x 8.5' WIDE x 11" ND " DEEP LEACHING CHAMEER SYSTEM IN E X 5.3 EXISTNG �1 EXISTING TF - - - - - - BED CONFIGURATION WITH 3 ROWS OF 9 MINIMUM REQUIREMENTS: LOT AREA 25,000 S.F. ADS 16" HIGH CAPACITY BIODIFFUSERS SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL.�Tn�l\tl A m (H-20 LOADING) I a \' PROP. INSPECTION PORT ExisriNc I \\ - - - - - - UMI# OF EXCAVATION E I I _ - PROP. VENT \ o ? SIDE YARD \ I YO 20.0 S r SLAB 12.31 DRlVEW4Y EL =�- o Lw II\10'MIN i SWEETHEART CREEK PROPERTY ABUTTERS C/O ROBERT GRIFFEN 141i4"Ce36� PROP. 40 MIL12.L4 z HYD a A5_ 1/z L,� E `fig' aQ POLY BARRIER NEW YORK, NEW YORK, 10001, DATED FEBRUARY 21, 2013 FOR MAX LOT COVERAGE \ 0%TA . YSTEM �� 4 x4'9 NOTES: = Q \ CD MARCH 10, 2016 1) SEE-SIMMONS RESIDENCE 2 CHANNEL POINT ROAD YARMOUTH, tELOCATE - - - - �1\� MA" BY PATRICIA VAN BUSKIRK LANDSCAPE ARCHITECTURE FOR - X 5.1 LANDSCAPE PLAN (REFER TO LANDSCAPE PLAN FOR MATERIAL - - - - - - - - - D R I V E X 5.3 EXISTNG SPECIFICATIONS). MINIMUM REQUIREMENTS: LOT AREA 25,000 S.F. 2) SEE BUILDING PLANS BY GARY ELLIS FOR BUILDING DETAIL.�Tn�l\tl A m I l a 3) PROPOSED SHED MUST BE SECURELY ANCHORED TO A FOOTING ExisriNc I \\ 150 FT FT E OR FOUNDATION PER CON COM BYLAW REQUIREMENTS.DW€LUNG EXISTING o ? SIDE YARD 4) SEE PLAN PREPARED BY BSC GROUP, PREPARED FOR S r SLAB 12.31 DRlVEW4Y EL =�- REAR YARD SWEETHEART CREEK PROPERTY ABUTTERS C/O ROBERT GRIFFEN 141i4"Ce36� z HYD a GRIFFIN INTEGRATED COMMUNICATIONS 260 FIFTH AVE, 6TH FLOOR 1/z L,� E `fig' I NEW YORK, NEW YORK, 10001, DATED FEBRUARY 21, 2013 FOR MAX LOT COVERAGE \ 0%TA . YSTEM �� 4 x4'9 TOPOGRAPHIC SURVEY OF SWEETHEART CREEK. // \ 22 35 FT 11111111L1 L d �' �> < EXISTNG FENCE EXISTING WOOD WALKWAY EXISTING -PIER ,,,•, SAL T MARSH -� Q _ - - - - - EXISTING RAMP -� _,-TTD A L ----' _--_---- (SWEE X-8. 1 X-8.4 8`-------- �`'; EXISTING ------------ --- FLOAT - EXISTING - - - - P/LING (TYP) - - -2- - -EXISTING RAMP - EXISTING RAMP ----------- PIER RTING EXISTING SECTION A -A PROPOSED RAMP TOP OF SECTION B -B COASTAL EXISTING PILE BANK EXISTING (ABANDON) EXISTING WOOD WALKWAY � PIER � �- X 6.2 / FTNT/Nr FnrF nF Pel/FAJFNT .r APPROX LOCATION) JANUARY 11, 2016 - - - - - - - - -t1w7: MARCH 10, 2016 i APRIL 5, 2016 tELOCATE - - - - �1\� DISTRICT: R-25 X 5.1 �`� - - - - - - - - - D R I V E X 5.3 EXISTNG 0 MINIMUM REQUIREMENTS: LOT AREA 25,000 S.F. GRAVEL m� a A m 'AS LINE APPROX LOCATION ( ) DRIVEWAY o A a o o LOT FRONTAGE FRONT YARD 150 FT FT E REBAR >x 5.G z o ? SIDE YARD 15 15 Fi ------ REAR YARD 20 FT 141i4"Ce36� (FiYD) z HYD a E `fig' I MAX LOT COVERAGE 25% 0%TA . YSTEM �� 4 x4'9 MAXIMUM SHAPE FACTOR MAX BUILDING HEIGHT 22 35 FT PROPOSED 18.0' RAMP SECTION 18,0' RAMP SECTION FISTING PER EL=5.70 0 EL 5.70 - - - ® M.H.W. FLOAT EL=1.81 18.0' RAMP SECTION 7:1:4:8' ® M.L.W. 6' x 12' fLOAT FLOAT EL=-1.Ot rrcvr. I f �� D -BOX > ` 2"0 SCH EXIST SEPT/C s (H-20 40 PVC SYSTEM oo -LOADING). (APPROX RiZMR T n LOCATION) ,CAP -T---T--- REMOVE (fN1D PROP. 1500 4"0 SCH., I GALLON X4.." 40 PVC / MONOLITHIC t 7 PUMP CHAMBER cn 1r- 000 I ,(WATERPROOFED) 4 I� r \ I H-10 LOADING) �� o m EXIST. 1500 coni Im I PROPOSED FOYER GALLON 3'0 J SEPTIC TANK -� Q jT EXISTING j RETAIN ULn J DECK PROP. STONE I \ m I (REMOVE) LANDING (TYP)1 \ � ZO - 7WELLING - . w, - - - W- _ 11100' BUFFER --WzS , - -w- I =751 EL.=34.30 EL.=7.Zf ZI 1 ---- =g 5i EX/ST, ml ' RIDGE �I m 1 � X 4.4 0 PROP. EX/STING EL.=3283 �I '� ` (STAIRS GARAGE m1 z 1 6 SLAB F.F.E. 1 EXIST PROP DECK EL.=7.2f -1. .8-1 I OUTDOOR i �'J 1 \ PROP 11 SHOWER AT10 Ib m X 4.3 x6.4 \ EXIST. - r I I 1 y, / DECK I ' ' I50' SETBACK - PROPOSED \ �� / \ 30.0' \ FIREPIT `� 'PROR �� x4.3 t ` E �0� I ASSESSORS PARCEL 014-030 � 1 PROP. � �E 12'x16' � • ELECT&lC 'SHED I 3 SETBACK //23 SALT MEADOW ROAD - LINE ER7�FLN6 Y N/F KORIAN PAUL P. & KORIAN ANN H. - - - - ! - LIGHT POST" I \ - - EXISTING X 5.` x 4.1 OUTDOOR �v EXISTING WOOD SHOWER WALKWAY �` a S -,ALT MEADOW < 5.3 -<4.° X • ....... FEMA FLOOD ZONE AE (EL.1� � /. 4 1 ROAD EX/ST/NG FEMA FLOOD ZONE, - EL -13 _ _ - E I�STING PE - ...... TOP pF fftl X 6.9 - hC_PROPOSEDSIC \ \ - - -......... ............................... '? - - - - - - .... ........................-..... - -CAMILEVERED BENCH FIi - - - - -4 - - UP _ SALT MARSH ' `-� SPARTINA AL TERNIFIORA ROPOS ZIGHi PQSF 4T�j\6%91�R�/ SPARTINA ALT NIFLORA- EXlS7/N�"��'2---- PlLII�G (TYP) \�- �\\ _� _ /^ // _ter -----_--08 ��EAN_H/GH 4YgT` _ _- � � •� ER EL. - gJ _ - PROPOSED PWNG'�--- ---/-� SALT MARSH..---- \ E�ri�cFLoars �O --/•�.•�-------_-•-2--�(?�EaivLolv�y \�� ............. (REMOVE) - _ _ i - _ .4TER EL = _ -2_ _ _ / _ 2� - \ ` PROPOSED 2-12' LONG x 6 . - - - / - - - --4 \ WIDE & 1=8' -LONG x 6' WIDE DOCK FLOAT -c -(192 -Sp - - - - - - - - - - -__--- X - i2 / / EXISTING ---- ,b-_�--------------- PILING (TYP) 4 - - \ _4 _ - - - iXISTINC RAMP ----- --FLOAT__---' - - - _ £FISTING PIER -- - --- - EXISTING ------ �� PItINC (/Y '-----------,2 -_-- 20 0 20 40 60 �- 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 (MEAN HIGH WATER (EL=0.8) MEAN LOW WATER (EL= -2) -10 o+oo PROFILE VIEW '° 10 20 30 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' Scale I" = 10' Scale 1 " = 20' EXISTING DECKING WITHOUT SPACING IN BETWEEN P PROPOSE) j"x6" D WITH J" SPACING B P LANUT PROPOSED 2x6 CAP TWEENkS CKING 4 ETWEEN I I PROPOSED RAILING LANKS PROPOSED 2x4 RAIL G 2x8 PROPOSED BOLTS (TYP) AL EXISTING DECKING WITHOUT SPACING IN BETWEEN PLANKS VARIES - PROPOSED J"x6" DECKING EXISTING GRADE WITH 4" SPACING BETWEEN PLANKS EXISTING EXISTING STRUCTUR FRAMING EXISTING TIMBER PILES (TYP) DOCK SECTION A -A SCALE: 1/4'=1' RAMP MOVEMENT DETAIL SCALE: 1"=10' 12"DIA. BIODEGRADABLE SILT SACK FILLED WITH WOOD CHIP COMPOST BLEND - PROTECTED RESOURCE AREA STAKE EVERY 4 FEET DISTURBED AREA ' WATER FLOW TRAPPED SEDIMENT - CONSISTENT GROUND CONTACT CII T CA(`V nrTA II I\VI IV JVIILL n!'1/NI/ AIP1TrC' 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. REVISIONS JANUARY 11, 2016 - - - - - - - - -t1w7: MARCH 10, 2016 i APRIL 5, 2016 CONSERVATION COMMISSION COMMENTS APRIL 15, 2016 WATERWAYS COMMENTS - - - - - - - - - - - - - - - - - - - - - - EXISTIN - 1 ------ c0 o rn fO d- N N '6 co I 1 I 1 (MEAN HIGH WATER (EL=0.8) MEAN LOW WATER (EL= -2) -10 o+oo PROFILE VIEW '° 10 20 30 1+00 HORIZONTAL SCALE: 1"=10' VERTICAL SCALE: 1"=10' Scale I" = 10' Scale 1 " = 20' EXISTING DECKING WITHOUT SPACING IN BETWEEN P PROPOSE) j"x6" D WITH J" SPACING B P LANUT PROPOSED 2x6 CAP TWEENkS CKING 4 ETWEEN I I PROPOSED RAILING LANKS PROPOSED 2x4 RAIL G 2x8 PROPOSED BOLTS (TYP) AL EXISTING DECKING WITHOUT SPACING IN BETWEEN PLANKS VARIES - PROPOSED J"x6" DECKING EXISTING GRADE WITH 4" SPACING BETWEEN PLANKS EXISTING EXISTING STRUCTUR FRAMING EXISTING TIMBER PILES (TYP) DOCK SECTION A -A SCALE: 1/4'=1' RAMP MOVEMENT DETAIL SCALE: 1"=10' 12"DIA. BIODEGRADABLE SILT SACK FILLED WITH WOOD CHIP COMPOST BLEND - PROTECTED RESOURCE AREA STAKE EVERY 4 FEET DISTURBED AREA ' WATER FLOW TRAPPED SEDIMENT - CONSISTENT GROUND CONTACT CII T CA(`V nrTA II I\VI IV JVIILL n!'1/NI/ AIP1TrC' 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. 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' /1� CMILEVERED BENCH EXISTING 2X8 EXISTING STRUCTURAL EX/STIX TIMBER PILES FRAMING VARIES (TYP) EXlS1TNG GR40E 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 Fox (781) 585-2378 SHEET 1 OF 1