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Home My WebLink About83-1820 - Pier Ramp & Float0024' PILES RUN UP TO GENERAL NOTES: RAILING (TYP) 1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF PERMANENT 2x8 HANDRAILSPIER, RAMPS, AND FLOAT AS DESCRIBED AND SHOWN ON PLAN AND DETAILS. ROUT EDGES ANGLE -CUT EXCESS (TYP.) 2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION. 44 POSTS BETWEEN 2x4 SIDE RAILS W PILES (TYP) / 3. ACCESS TO BE FROM UPLAND ON THE APPLICANT'S PROPERTY, OR FROM WORKING i 3/8"0 THRU BOLTS BARGE. WORKING BARGE NOT TO BE LOCATED OVER MARSH AT ANY TIME. STAGING AREA 2x8 JOISTS FLUSH FRAMED FOR MATERIALS TO BE IN THE APPLICANT`S DRIVEWAY. 42 '? 0 2' O.C. AND NAILED (TYP); SEE NOTE 11 4. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER IN CONTACT WITH 2x6 DECKING GROUND TO BE CCA PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATIVE 2 - 2x8 STRINGERS INSTITUTE OF AMERICA GUIDELINES. ALL OTHER TIMBER TO BE ACQ TREATED, OR OTHER 1 (EACH SIDE) W/2 - ROT -RESISTANT LUMBER TYPE. STAINLESS STEEL HARDWARE IS REQUIRED WITH THE USE a 5/8'6 THRU BOLTS ® OF ACQ MATERIAL POST CONNECTOR • 2- 2x8 YOKE 5. NO MACHINERY OR EQUIPMENT TO OPERATE IN THE MARSH. 2- 3/4'6 BOLTS; SEE NOTE 11 6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. Q, . • 3x6 BRACING WITH 7. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS. 4' MIN. ;� BOLTS' DIA. OVER MARSH 3 / 8. OFF-SEASON STORAGE OF RAMP AND FLOAT, IF DESIRED, SHALL BE AN APPROVED .,i UPLAND LOCATION SUCH AS THE APPLICANT'S DRIVEWAY. 8'6 x 20' PERMANENT PILE 9. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4-. 10. ALL DIMENSIONS, GRADES, ETC. SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR -AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE 15' MIN. ENGINEER TO BE RESOLVED PRIOR TO CONSTRUCTION. 11. THE PIER SUPPORT FRAMING CAN BE ALTERED TO INCREASE. SPAN AND REDUCE THE NUMBER OF PILES. ANY PROPOSED CHANGES TO THE FRAMING SHALL BE APPROVED BY ANCHOR TYPE TO BE THE ENGINEER BEFORE IMPLEMENTATION. APPROVED BY ENGINEER SECTION B -B SCALE: 1'= 2' 2x8 RAIL CAP 2x4 RAILS 2x6 DECKING AYOKE SPACING BETWEEN 8' PILE 2x8 JOISTS FLUSH FRAMED 0 2' O.C. AND NAILED (TYP) (2) 2x8 STRINGER8' PILE TYPICAL PIER VIEW < NOT M SCALE N \Q\ 4 N pAiNE ROAD (PUBUC ' 409 WIDE) w U MAP 101TOP OF RODCAP PARCEL 170 �V. 6.65 (MLW) o \ 22 \ 50' OFFSET FROM TOP OF BANK , 0 0. \ FJ ®y 9 100' OFFSET FROM Vp TOP OF BANK SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION TIMBER PILE NOTES ROUTE s EXITI) Ol �S 1 A T f-]j� , CONSTRUCTION 1. ALL TIMBER FOUNDATION PILES SHALL BE OF TYPE 1 SPECIES LUMBER AS DEFINED IN SECTION 1822.0 OF THE MAP 101 5. EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE 1Hw - 21 (MCA10 BY VEGETATION) SPECIAL PROVISIONS FOR COASTAL SHALL MASSACHUSETTS STATE BUILDING CODE AND SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE 'STANDARD FOR ROUND � BASS RIVER �T n�Tr 1V V TINT: lU1V V 1VGMEM BE IN ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN B 'COASTAL TIMBER PILES', ASTM D-25. \ � c 0 THE CONSTRUCTION MANUAL' AS PUBLISHED BY z `\, -5 {� �7� FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA -55). 2. ALL TIMBER PILES SHALL BE PRESSURE TREATED WITH WATERBORNE CCA PRESERVATIVE IN ACCORDANCE WITH AWPA C3. ?�� -7 INC.THE "` OlV PA i , I 2. ALL STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC. TREATMENTS SHALL CONFORM TO THE AWPB STANDARD MP -4. ALL PILE CUTOFFS SHALL BE TREATED IN ACCORDANCE WITH AWPI 6. DURING THE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD E� Y MAP 260 Cranberry Hwy. Orleam, MA 02653 SHALL BE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS STANDARD M-4. THE MINIMUM PRESERVATIVE TREATMENT RETENTION FOR TIMBER PILES SHALL BE 2.5 PCF. P NG � RD• U 508.255.6511 Fax: 508155.6700 MUST BE ROUTINELY INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE STRUCTURE 3. BEFORE ANY TREATED PILES ARE DRIVEN, A CERTIFICATION SHALL BE SUBMITTED, CERTIFYING THAT THE PILES WERE FREE " T 0g1S�ga , 6aNK Cn PRDPANCI�i ELTYPAL PLUS 3D FEET LONG /� CORRELATED TO BORING DATA, AND IF THE PILE CANNOT BE REMOVED FOR INSPECTION, IT SHALL BE CONSIDERED ADEQUATE NO SCALE () \ sO• -op �?s� / FROM DECAY, WERE PROPERLY PEELED AND OTHERWISE PREPARED BEFORE TREATMENT, AND THE METHOD OF TREATMENT, THE CHEMICAL COMPOSITION AND THE AMOUNT OF RETENTION OF THE PRESERVATIVE CONFORM TO THE REQUIREMENTS SPECIFIED REASON FOR THE REJECTION OF THE PILE 19 z w w X-17 3. ALL LUMBER USED FOR PILES, CROSS BRACES, AND HEREIN. THE PRESERVATIVE RETENTION SHALL BE DETERMINED BY ASSAY METHOD. O 7. JETTING, AUGURING AND OTHER METHODS OF PRE -EXCAVATION TO ACHIEVE THE MINIMUM TIP ELEVATION MAY NOT BE SECTIONS A -A y YOKES SHALL BE MARINE GRADE CCA LUMBER. ALL OTHER PERMITTED WITHOUT PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED, THE PRE -EXCAVATION MUST BE CARRIED OUT IN A SCALE: lo-_ 10' LUMBER TO BE NON -CCA TREATED OR APPROVED EQUAL. 4. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL TO GRAIN AND SHALL MEASURE AT LEAST EIGHT INCHES gP JETTING OR AUGURING, THE PILE SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE -EXCAVATION AND DRIVEN BELOW THIS (8') IN DIAMETER AT THE TIP. 7 MAP 101 5. EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE 1Hw - 21 (MCA10 BY VEGETATION) PARCEL 172 1 EXISIING WALL _ A . MLw - 0.0 DEPTHS SPECIFIED IN SECTIONS A -A OR REFUSAL ENGINEER SHALL BE NOTIFIED IF REQUIRED DEPTH CAN NOT BE ATTAINED. _1 0 z \ -5 YARMOUTH, MA \� \ \ p ?�� -7 PROPOSED 8' DIAM. PILES, 25 FEET LONG G^ -9® 6. DURING THE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD E� Y MAP E' AM. 0 10 20 30 40 50 60 70 90 110 130 %.� �` f w F PILES, 75 FEY LONG PROPOSED 1' DIAM. ANCHOR TO THE POSSIBILITY OF BREAKAGE OF THE PILE, AND IF SUCH SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE PLAN PRDPANCI�i ELTYPAL PLUS 3D FEET LONG /� CORRELATED TO BORING DATA, AND IF THE PILE CANNOT BE REMOVED FOR INSPECTION, IT SHALL BE CONSIDERED ADEQUATE NO SCALE () \ sO• -op �?s� / 20 10 0 20 60 REASON FOR THE REJECTION OF THE PILE 19 z a X-17 ~I O 7. JETTING, AUGURING AND OTHER METHODS OF PRE -EXCAVATION TO ACHIEVE THE MINIMUM TIP ELEVATION MAY NOT BE SECTIONS A -A PERMITTED WITHOUT PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED, THE PRE -EXCAVATION MUST BE CARRIED OUT IN A SCALE: lo-_ 10' MANNER WHICH WILL NOT IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE. IMMEDIATELY AFTER COMPLETION OF PLAN REFERENCES: JETTING OR AUGURING, THE PILE SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE -EXCAVATION AND DRIVEN BELOW THIS C7 �. o DEPTH TO THE REQUIRED DEPTH SPECIFIED HEREIN. ASSESSORS MAP 101, PARCEL 171 x-4.0 - -1 8. THE PILE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE DRIVING LOG FOR EACH PILE LAND COURT PLAN 28477 x _38 9. THE END OF THE PIER SHALL BE ANCHORED TO THE GROUND WITH A HELICAL ANCHOR OR APPROVED EQUAL TO PREVENT PLAN BOOK 395, PAGE 50 a LIFTING IN AN ICE EVENT. TYPE OF ANCHOR AND ATTACHMENT METHOD TO BE APPROVED BY ENGINEER PRIOR TO z A / CONSTRUCTION. r� FLOOD NOTE: x-4.0 FLOOD ZONES C AND A5(EL6) AS SHOWN X -4.2 ON FMA FIRM PANEL #250015 0002 D REVISED JULY 2, 1992. n o � 0 � N DATUM NOT: N $ A / x -4.t ELEVATIONS SHOWN HEREON ARE BASED ON MEAN LOW WATER VERTICAL DATUM d ` a z C (MLW). CONVERSION TO NGVD = -1.1 \ N LEGEND r\�� \ \ �x �� ■ BOUND �' BASS RIVER LIGHTPOST y�j2J \\ / \\ EBB -_- FENCE -3.0 FLOOD -10 - - CONTOUR �\ f --f�- PROPERTY UNE -3.x/ BOUY MARKER 09 LIMIT OF WORK x -26 1) / - - EDGE OF MARSH Q, MEAN HIGH WATER PROPOSED x : PILES) -3-111 • .. MEAN LOW WATER THIS DRAWING REPRESENTS THE SCOPE OF THE PROPOSED WORK •/ / - - - ` - - - / �� THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES W 3 1 _ - `- ONLY AND SHALL NOT BE USED FOR CONSTRUCTION ' • �` -- WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER.44 W \ - ' �9\`\FLooD ZONE A5(EL6' NGw) MHW TO END = 80't _ FLOOD TONE C I O O LAND SUBJECT TO INTERTIDAL ~^�1 COASTAL BEACH COASTAL STORM FLOWAGE AREA LAND UNDER OCEAN U �+ W PROPOSED 3' MADE PUBLIC MHW MLW PROPOSED 3' BEACH ACCESS STAIRS _ .- 777-771 X 18' RAMP 00 � W a SCALE AS NOTED DRAWING FILE C16859.dwg DATE 3-6-07 DRAWNBY MJ/KES CHECKEDBY O N U G C3.101 u w 1 OF _L SHEETS PROJECT NO. 016859.00 F*�iiIIO ill 7 MAP 101 3 1Hw - 21 (MCA10 BY VEGETATION) PARCEL 172 1 EXISIING WALL _ A . MLw - 0.0 _1 0 -27 \ -5 n EXISTING GRADE \� \ \ p ?�� -7 PROPOSED 8' DIAM. PILES, 25 FEET LONG G^ -9® E' AM. 0 10 20 30 40 50 60 70 90 110 130 %.� �` f F PILES, 75 FEY LONG PROPOSED 1' DIAM. ANCHOR GlGC�oCI PLAN PRDPANCI�i ELTYPAL PLUS 3D FEET LONG /� () \ sO• -op �?s� / 20 10 0 20 60 19 ~I inch - 20 ft SECTIONS A -A SCALE: lo-_ 10' ill