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Home My WebLink About83-1947 - plan of pierj31 4' 2x6 HANDRAILS ROUT EDGES 2x4 2x4 SIDE RAILS W/ 3/8.0 THRU BOLTS 2x6 DECKING WITH 3/4' SPACIN OPTIONAL • 1" DIA. WATER 2- 300 YOKE SERVICE CONDUIT R. i EXISTING DWELLING OPTIONAL 1" DIA. ELECTRIC CONDUIT 3 - 3x8 STRINGERS W/2 - 5/8'0 THRU BOLTS 0 POST CONNECTOR - 2- 3/4"0 BOLTS 3X8 BRACING WITH 5/8' DIA. BOLTS SECTION B -B SCALE: 1' = 2' Roo 01) H4�c YJIOE P // NOTES: 1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF PIER, RAMP AND FLOAT AS DESCRIBED AND SHOWN ON PLAN:AND DETAILS, 2, ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION. 3. ACCESS TO BE FROM UPLAND OF OWNER'S PROPERTY OR FROM WORKING BARGE. WORKING BARGE NOT TO BE LOCATED OVER MARSH AT ANY TIME. STAGING AREA FOR MATERIALS TO BE IN OWNER'S DRIVEWAY. APPLICANT IS RESPONSIBLE FOR OBTAINING PERMISSION FOR USE OF THE ACCESS. 4. THE PIER SHALL BE CONSTRUCTED UTILIZING SPANS OF APPROXIMATELY 12' BETWEEN SUPPORT POSTS. SEE SECTION AND DETAILS FGR DESIGN DIMENSIONS. STUB PILES TO BE HAND DUG, WITH EXCESS MATERIAL CARRIED OFF THE MARSH EACH DAY AND DISPOSED OF OFF SITE. WALKWAY TO BE CONSTRUCTED AND tL MINIMU OVE THE SH AS SHOWN ON THE PLAN DETAILS. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4". 5, METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER TO BE ACQ PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATNE INSTITUTE OF AMERICA. 6. NO MACHINERY OR EQUIPMENT TO OPERATE DIRECTLY ON THE MARSH. 7. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 8. THE PIER SHALL BE MAINTAINED OVER ITS USEFUL LIFE. ANY FUTURE MAINTENANCE REQUIRED ON THE PIER SHALL NOT COMMENCE UNTIL THE YARMOUTH CONSERVATION AGENT HAS FIRST BEEN NOTIFIED AS TO THE SCOPE OF THE REPAIRS, 9. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS. 10. OFF-SEASON STORAGE OF RAMP, AND FLOAT TO BE AN APPROVED UPLAND LOCATION. 11. ALL TIMBER PILES SHALL BE SOUTHERN YELLOW PINE OR WEST COAST DOUGLAS FIR AND SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATIVE INSTITUTE OF AMERICA. ASSESSOR'S MAP 102 PARCEL 8.1 440 HIGHBANK RD N/F TOWN OF YARMOUTH Co -Owner PARK DEPT Address 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 �A PO 430 HIGHBANK RD A� OAS Gy F EXISTING DWELLING � jj MARSH OZ Ak( Y 1 / ASSESSOR'S MAP 92 PARCEL 7 426 HIGHBANK RD N/F JACQUELINE & GUISEPPE CARNEVALI P0BOX 581 SOUTH YARMOUTH, MA 02664 I0 SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION 1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE "COASTAL CONSTRUCTION MANUAL° AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA -55). 2. ALL STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC. SHALL BE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS MUST BE ROUTINELY INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE STRUCTURE. 3. ALL EXTERIOR EXPOSED LUMBER USED FOR STRUCTURAL FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED EQUAL. 16— �. _'f !1//��. 'r '- / / MARSH A, / 15 -EXISTING % %% ^ l'" -- %/ %% _STEPS MARSH A• 10D �P� ik�,u✓ m" MARSH / •' J o�" �,.� �, i / / / i PROPOSED / RAMP, PIER ox TO AND FLOAT \ _ PLAN 40 20 0 40 120 / FLOAT EXISTING / / / / 1 inch - 40 ft. NAVIGATION 0 MARKER � / LAND SUBJECT TO COASTAL COASTAL STORM FLOWAGE BANK COASTAL BEACH LAND UNDER OCEAN AND LAND CONTAINING SHELLFISH _ EXISTING CHANGE AND STAIRS ATTACH 5' OF 10' DIA. TIMER PILES (2 TOTAL) WITH EXISTING STAIRS FLOAT STOPS(TYP) TO LANDING 104' PROPOSED PIER (1T0 KEEP RO.T 3' MIN. FROM RIVER BED 2' MIN. EMLTJMENT) 16 80' FROM N.H.W. — 16 14 — -- 14 12 12 10 — DECK EL 8.3'1 PROPOSED 2011 10'W — 10 \ = SEASONAL FLOA"NG DOCK 8 - AND 141 x SW [AMP 8 6 — 1n EXISTING 6 SALT MARSH A.H.T. EL 3.1 ... 2.8_ MBWEL 28 4 42 M.L.W.EL 00 0 — _ D _ EXISTING _ h _ _ -4 13.5 2 '1 O.C. (TYP) GRADE -2 -8 - i --1 -- J----1-------1------�- -- ' ice. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 SECTION A -A SCALE: 1" = 10' \ EXIT 9 1 �� A BASS RIVER FRESH POND YARMOUTH, MA KEY MAP NO SCALE PLAN REFERENCES: ASSESSORS MAP 102, PARCEL 9 FLOOD NOTE: FLOOD ZONE C, ZONE B AND ZONE A5 (EL. 7) AS SHOWN ON FEMA FIRM PANEL #250015 0002 D REVISED JULY 2, 1992 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON MEAN LOW WATER (M.L.W.) LEGEND EXIS71NG o BOUND 11.1 T 100 YR. TIDAL FLOOD 3.1 ANNUAL HIGH TIDE 2.8 MEAN HIGH WATER 1.1 NATIONAL GEODETIC 0.0 MEAN LOW DATUM NANTUCKET SOUND TIDAL FLOOD PROFILE REF: A.C.O.E. TIDAL FLOOD SURVEY, SEPT. 1988 PLATE C-23 PROFILE 9 M28U MASS GEODETEC STATION ELEVATION 15.17 NGVD; 15.17= 16.97 MLW ELEVATIONS SHOWN ARE MEASURED IN FEET AND TENTHS PLUS OR MINUS FROM THE PLANE OF MEAN LOW WATER EL. -O.0' F COASTAL ENGINEERING COMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 IBi H OO a Ow con O A 11 ai a F C7 F 214 't SCALE AS NOTED DRAWING FILE C17760-C3D.dw,e 11-27-12 DRAWNBY KES CHECKED BY DKM N N G q X3.1.1 w _L OF 1 SHEETS oPROJECTNO. 017760.00 U EXISTING GRADE m ` '''' " `J'' ° `• 8'0 PERMANENT STUB PILE LENGTH AS REQUIRED FOR �— 6' MINIMUM EMBEDMENT (E 10-0 PILES 0 CREEK ENDOF WALKWAY) SECTION B -B SCALE: 1' = 2' Roo 01) H4�c YJIOE P // NOTES: 1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF PIER, RAMP AND FLOAT AS DESCRIBED AND SHOWN ON PLAN:AND DETAILS, 2, ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION. 3. ACCESS TO BE FROM UPLAND OF OWNER'S PROPERTY OR FROM WORKING BARGE. WORKING BARGE NOT TO BE LOCATED OVER MARSH AT ANY TIME. STAGING AREA FOR MATERIALS TO BE IN OWNER'S DRIVEWAY. APPLICANT IS RESPONSIBLE FOR OBTAINING PERMISSION FOR USE OF THE ACCESS. 4. THE PIER SHALL BE CONSTRUCTED UTILIZING SPANS OF APPROXIMATELY 12' BETWEEN SUPPORT POSTS. SEE SECTION AND DETAILS FGR DESIGN DIMENSIONS. STUB PILES TO BE HAND DUG, WITH EXCESS MATERIAL CARRIED OFF THE MARSH EACH DAY AND DISPOSED OF OFF SITE. WALKWAY TO BE CONSTRUCTED AND tL MINIMU OVE THE SH AS SHOWN ON THE PLAN DETAILS. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4". 5, METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER TO BE ACQ PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATNE INSTITUTE OF AMERICA. 6. NO MACHINERY OR EQUIPMENT TO OPERATE DIRECTLY ON THE MARSH. 7. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 8. THE PIER SHALL BE MAINTAINED OVER ITS USEFUL LIFE. ANY FUTURE MAINTENANCE REQUIRED ON THE PIER SHALL NOT COMMENCE UNTIL THE YARMOUTH CONSERVATION AGENT HAS FIRST BEEN NOTIFIED AS TO THE SCOPE OF THE REPAIRS, 9. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS. 10. OFF-SEASON STORAGE OF RAMP, AND FLOAT TO BE AN APPROVED UPLAND LOCATION. 11. ALL TIMBER PILES SHALL BE SOUTHERN YELLOW PINE OR WEST COAST DOUGLAS FIR AND SHALL BE ACQ PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATIVE INSTITUTE OF AMERICA. ASSESSOR'S MAP 102 PARCEL 8.1 440 HIGHBANK RD N/F TOWN OF YARMOUTH Co -Owner PARK DEPT Address 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 �A PO 430 HIGHBANK RD A� OAS Gy F EXISTING DWELLING � jj MARSH OZ Ak( Y 1 / ASSESSOR'S MAP 92 PARCEL 7 426 HIGHBANK RD N/F JACQUELINE & GUISEPPE CARNEVALI P0BOX 581 SOUTH YARMOUTH, MA 02664 I0 SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION 1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE "COASTAL CONSTRUCTION MANUAL° AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA -55). 2. ALL STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC. SHALL BE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS MUST BE ROUTINELY INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE STRUCTURE. 3. ALL EXTERIOR EXPOSED LUMBER USED FOR STRUCTURAL FRAMING SHALL BE ACQ PRESSURE TREATED OR APPROVED EQUAL. 16— �. _'f !1//��. 'r '- / / MARSH A, / 15 -EXISTING % %% ^ l'" -- %/ %% _STEPS MARSH A• 10D �P� ik�,u✓ m" MARSH / •' J o�" �,.� �, i / / / i PROPOSED / RAMP, PIER ox TO AND FLOAT \ _ PLAN 40 20 0 40 120 / FLOAT EXISTING / / / / 1 inch - 40 ft. NAVIGATION 0 MARKER � / LAND SUBJECT TO COASTAL COASTAL STORM FLOWAGE BANK COASTAL BEACH LAND UNDER OCEAN AND LAND CONTAINING SHELLFISH _ EXISTING CHANGE AND STAIRS ATTACH 5' OF 10' DIA. TIMER PILES (2 TOTAL) WITH EXISTING STAIRS FLOAT STOPS(TYP) TO LANDING 104' PROPOSED PIER (1T0 KEEP RO.T 3' MIN. FROM RIVER BED 2' MIN. EMLTJMENT) 16 80' FROM N.H.W. — 16 14 — -- 14 12 12 10 — DECK EL 8.3'1 PROPOSED 2011 10'W — 10 \ = SEASONAL FLOA"NG DOCK 8 - AND 141 x SW [AMP 8 6 — 1n EXISTING 6 SALT MARSH A.H.T. EL 3.1 ... 2.8_ MBWEL 28 4 42 M.L.W.EL 00 0 — _ D _ EXISTING _ h _ _ -4 13.5 2 '1 O.C. (TYP) GRADE -2 -8 - i --1 -- J----1-------1------�- -- ' ice. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 SECTION A -A SCALE: 1" = 10' \ EXIT 9 1 �� A BASS RIVER FRESH POND YARMOUTH, MA KEY MAP NO SCALE PLAN REFERENCES: ASSESSORS MAP 102, PARCEL 9 FLOOD NOTE: FLOOD ZONE C, ZONE B AND ZONE A5 (EL. 7) AS SHOWN ON FEMA FIRM PANEL #250015 0002 D REVISED JULY 2, 1992 DATUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON MEAN LOW WATER (M.L.W.) LEGEND EXIS71NG o BOUND 11.1 T 100 YR. TIDAL FLOOD 3.1 ANNUAL HIGH TIDE 2.8 MEAN HIGH WATER 1.1 NATIONAL GEODETIC 0.0 MEAN LOW DATUM NANTUCKET SOUND TIDAL FLOOD PROFILE REF: A.C.O.E. TIDAL FLOOD SURVEY, SEPT. 1988 PLATE C-23 PROFILE 9 M28U MASS GEODETEC STATION ELEVATION 15.17 NGVD; 15.17= 16.97 MLW ELEVATIONS SHOWN ARE MEASURED IN FEET AND TENTHS PLUS OR MINUS FROM THE PLANE OF MEAN LOW WATER EL. -O.0' F COASTAL ENGINEERING COMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 IBi H OO a Ow con O A 11 ai a F C7 F 214 't SCALE AS NOTED DRAWING FILE C17760-C3D.dw,e 11-27-12 DRAWNBY KES CHECKED BY DKM N N G q X3.1.1 w _L OF 1 SHEETS oPROJECTNO. 017760.00 U