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Home My WebLink About83-1718 - Site Plan0031 TIMBER PILE NOTES /EXISTING CHANNEL MARKER 1. ALL TIMBER FOUNDATION PIES SHALL BE OF TYPE 1 SPECIES LUMBER AS DEFINED IN SECTION 1822.0 OF THE MASSACHUSETTS STATE BUILDING - - - --5- ' - - - - -_5- STDE AND SHALL CONFORM TO THE APPLICABLE AN RD FOR ROUND TIMBER PILES, ASTM D -PROVISIONS OF THE , - --5-- / 2. ALL TIMBER PIES SHALL BE PRESSURE TREATED IMTH WATERBORNE ter_ -6- - - - - - - BASS RIVER CCA PRESERVATIVE IN ACCORDANCE WITH AWPA C3. TREATMENTS SHALL CONFORM TO THE AWPB STANDARD MP -4. ALL PIE CUTOFFS SHALL BE (TIDAL) , - - - - - _ TREATED IN ACCORDANCE WITH AWN STANDARD M-4. THE MINIMUM PRESERVATIVE TREATMENT RETENTION FOR TIMBER PILES SHALL BE 2.5 FLOOD - _. _ _ _ ' PCF. EXISTING MOORING- -6 / � �' EXISTING MOORING 3. BEFORE ANY TREATED PILES ARE DRIVEN, A CERTIFICATION SHALL BE (TYP.) \ EBB / / SUBMITTED, CERTIFYING THAT THE PIES WERE FREE FROM DECAY, WERE _ "'N / / ---8� --8' (TYP') PROPERLY PEELED AND OTHERWISE PREPARED BEFORE TREATMENT, AND 6--, -�� ' THE METHOD OF TREATMENT, THE CHEMICAL COMPOSITION AND THE \ / AMOUNT OF RETENTION OF THE PRESERVATIVE CONFORM TO THE \80 -'g \ / - / / REQUIREMENTS SPECIFIED HEREIN. THE PRESERVATIVE RETENTION SHALL �y -�,orS£T FRO � / BE DETERMINED BY ASSAY METHOD. 4. PIES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL toC./\ I �_ TO GRAIN AND SHALL MEASURE AT LEAST EIGHT INCHES (8') IN •' CY) � \\ J \j � �-9- - - - - - ._ ■ DIAMETER AT THE TIP. M \ \\\ \ EXISTING MARKER FLOAT. \ 5. EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, \\ `. EXISTING MOORING \� I WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN 9 \\ i (TYP.) SECTIONS A -C OR REFUSAL ENGINEER SHALL BE NOTIFIED IF REQUIRED DEPTH CAN NOT BE ATTAINED. EXISTING _ 6. DURING THE PIE DRIVING OPERATION, ANY SUDDEN DECREASE IN FLOAT / / / / ( 7_ _ _ i ^ -� _ __ _'g- _ - _ = DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD TO THE -5- \� --4 � � � POSSIBILITY OF BREAKAGE OF THE PILE, AND IF SUCH SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA, AND -5- - A - - --4- - - - --3- / 7 - �' - __3_ / _ / _ _ '/ IF THE PILE CANNOT BE REMOVED FOR INSPECTION, IT SHALL IL ' \ -5- - - 10 )0' --2- - - ' \" -2_ _1 f MLW PER FIELD SURVEY CONSIDERED ADEQUATE REASON FOR THE REJECTION OF THE PIE AMP N �� / ' \� \ \ W -� ^ -�_ ` 7. JETTING, AUGURING AND OTHER METHODS OF PRE-EXCAVATON TO EXISTING R i.1_ �.., �/, • j \ / T� _ ACHIEVE THE MINIMUM TIP ELEVATION MAY NOT BE PERMITTED WITHOUT PRIOR APPROVAL BYEXISTING PIER �al< , \, ,� _ N (: // / ARTINA ALIERNIFLORA H PRE -EXCAVATION MUST BE CAIRRED OUT RIN PERMITTED, WHICH WILL NOT ,{� \'•, " \ TOWN OF YARMOUTH CONSERVATION --- SP RTINA PATENS ASSESSORS MAP 102 IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE. -4 I� i ' � •� �) _ _ PARCEL 12 IMMEDIATELY AFTER COMPLETION OF JETTING OR AUGURING, THE PIE ,\ I _ 1'` _ SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE -EXCAVATION AND \ \ N4��PUBLIC ACCO CACCESS �� PROPERTY LINE PER PLAN BOOK DRIVEN BELOW THIS DEPTH TO THE REQUIRED DEPTH SPECIFIED HEREIN. ® N PUB}LC.� r 376, PAGE 82 (SEE NOTE) 001, B. THE PIE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE ® u ® m PROPOSED WALKWAY, W PER PLAN BOOK 376 DRIVING LOG FOR EACH PIE. \ \SM -3, PIER RAMP AND FLOAT ML, BENCHMARK - CONCRETE BOUND ® 4 / / '� PAGE 82 (SEE NOTE) 9. THE END OF THE PIER SHALL Q ANCHORED TO THE GROUND WITH A l '1` ''� AUNT POLLYS COVE HELICAL ANCHOR OR APPROVED EQUAL TO PREVENT LIFTING IN AN ICE ELEV. = 6.55 (MLW DATUM) \ � O TIDAL EVENT. TYPE OF ANCHOR AND ATTACHMENT METHOD TO BE APPROVED / 4 \ o PROP SED ACCESS AND WORK LIMIT ( FLOOD BY ENGINEER PRIOR TO CONSTRUCTION. 2 PROPOSED 4' WID \ _� �` w EBB ACCESS Q 0 PROPOSED 4' WIDE \� 6\ / UPLAND GRASSES BLUE ROCK LANDING ASSOCIATION / \ ACCESS PATH \ \ 4_4� 'I ASSESSORS MAP 102 ® EDGE OF PARCEL 11 / \ \ \ \ / \ \ 4 CLEARING/TREELINE m 4 �\ z 4\ %EXISTING WETLAND FLAGGING z sM-1 \egoo EDG OF sti \\CLEARING/TREEUNE �(t0 %i,%i��,h„��lrlllt D \ I, I CHARLES A. AND MARGERY A. DEWTO ASSESSORS MAP 102 ;�/ PARCEL 13 its+1/LLfI(?fly' SUSAN D. REID ASSESSORS MAP 101 PARCEL 174 RUSSELL L. POTTER ASSESSORS MAP 101 PARCEL 181 PLAN SCALE: 1"= 30' 1 inch = 30 Pt. 2 x 8 RAIL CAP 2 - 2 x 8 YOKE-�/ 1, --8" PILE TYPICAL PIER VIEW SCALE: 1"= 2' a 0 4' • 2x8 HANDRAILS ® 2 a CONTOUR - - 2x4 a 2 x 4 RAILS 2 x 6 DECKING W/ 3/8"4 THRU BOLTS UPLAND GRASS I 1/2" SPACING ° i % SOUTH ORIENTATION) BETWEEN PLANKS T ' SECTION, TYPICAL 8" PILE Q Q 2x8 JOISTS FLUSH FRAMED ri ® 2' O.C. AND NAILED (TYP) ° ° n (2) 2 x 8 STRINGERS ° 2 - 2 x 8 YOKE-�/ 1, --8" PILE TYPICAL PIER VIEW SCALE: 1"= 2' a 0 4' • 2x8 HANDRAILS ® 2 OUT EDGES CONTOUR - - 2x4 1 1 1 1 20 SIDE RAILS W/ 1 1 3/8"4 THRU BOLTS UPLAND GRASS I 26 DECKING (NORTH/ SPARTINA ALTERNIFLORA i % SOUTH ORIENTATION) I ° I " 2- 2x8 YOKE I °N _ PILES RUN UP TO RIALING 46 POSTS BETWEEN PILES (TYP) 2x8 JOISTS FLUSH FRAMED 2' O.C. AND NAILED (TYP) 8"4 x 20' PERMANENT PILE ANCHOR TYPE TO APPROVED BY ENGINEER SECTION D - D SCALE: 1"= 2' 01111111111 GENERALNOTES: 1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF PERMANENT PIER, RAMPS, 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 THE GRAVEL PATH ON THE ABUTTING ASSOCIATION PROPERTY, THE APPLICANTS PROPERTY, OR FROM WORKING BARGE. WORKING BARGE NOT M BE LOCATED OVER MARSH AT ANY TIME. STAGING AREA FOR MATERIALS M BE IN THE APPLICANT'S DRIVEWAY. 4. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER IN CONTACT WITH GROUND TO BE CCA PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATIVE INSTITUTE OF AMERICA. ALL OTHER TIMBER TO BE ACO TREATED, OR OTHER ROT -RESISTANT LUMBER TYPE. STAINLESS STEEL HARDWARE IS REQUIRED WITH THE USE OF ACQ MATERIAL 5. NO MACHINERY OR EQUIPMENT M OPERATE IN THE MARSH. 6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 7. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS, 8. OFF-SEASON STORAGE OF RAMP AND FLOAT, IF DESIRED, SHALL BE AN APPROVED UPLAND LOCATION SUCH AS THE APPLICANT'S DRIVEWAY. 9. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4 WITH PLANKING ORIENTED NORTH -SOUTH. 10. PROPOSED ACCESS PATH TO BE CLEARED TO 4 FEET WIDE MAXIMUM AND MAINTAINED. SPECIAL REOUIREMMU 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 LUMBER USED FOR PILES, CROSS BRACES, AND YOKES SHALL BE MARINE GRADE CCA LUMBER. ALL OTHER LUMBER TO BE NON -CCA TREATED OR APPROVED EQUAL QREVISION 2 NOTES THE PROJECT IS MODIFIED AS FOLLOWS: 1. THE LANDWARD END OF THE WALKWAY INCLUDES A 10' LONG X 12' WIDE LANDING. ADDITIONAL CLEARING OF UNDERSTORY VEGETATION TO A WIDTH OF 14' IS ALLOWED IN THIS AREA ONLY. AN ACCESS RAMP IS ADDED TO REPLACE THE ACCESS STEPS TO ALLOW FOR FUTURE HANDICAP USAGE. THE LANDING IS CONTAINED IN THE UPLAND VEGETATION AND SHALL NOT EXTEND OVER THE MARSH GRASS. 2. LOW LEVEL LIGHTING, WATER, AND SHORE POWER ARE TO BE INSTALLED ALONG THE WALKWAY TO THE PIER, WITH A SERVICE PEDESTAL INSTALLED ON THE END OF THE PIER OR ON THE FLOAT. 3. THE HANDRAIL DESIGN IS MODIFIED TO ALLOW THE HANDRIAL TO BE INTEGRAL TO THE PILES: SEE SECTION D -D DETAIL THE HANDRAIL SHALL BE 2" X 8", WITH ROUTED EDGES AS SHOWN. 2- 46 POSTS FOR RAILING SUPPORT 2- 2x8 YOKE / 9_ 9xR YOKE PLAN REFERENCES: ASSESSORS MAP 101, PARCEL 13 PLAN BOOK 395, PAGE 50 PLAN BOOK 376, PAGE 82 FLOOD NOTE: FLOOD ZONES A5(EL.6), B, AND C AS SHOWN ON FEMA FIRM PANEL #250015 0002 D REVISED JULY 2, 1992, BENCHMARK OBTAINED FROM RM11 ON PANEL 004C. FIELDWORK CONDUCTED BY COASTAL ENGINEERING OCTOBER, 2004 NOTE: PROPERTY LINE DELINEATION BETWEEN TOWN OF YARMOUTH CONSERVATION AREA AND THE DEVITO PROPERTY IS APPROXIMATED FROM PLAN TITLED "PLAN OF LAND IN SOUTH YARMOUTH, MASS. FOR DWIGHT L. ROGERS JR.', AUGUST, 1983 RECORDED IN BOOK 376, PAGE 82 6 EXIT 9 ~' OASTAL z BASS RIVER ` NGINEERING t OMPANY, INC. W. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 D PER COUN Ii�S ATS NVGN --W RD. = RykD LOCUS � 1 YARMOUTH, MA KEY MAP NO SCALE DATUM FOR ALL ELEVATIONS IS MLW CONVERSION TO NGVD IS -1.1' LEGEND • BOUND ® EXISTING PILE --10-- CONTOUR - - EDGE OF MARSH MHW MLW �j UPLAND GRASS III, SPARTINA ALTERNIFLORA SPARTINA PATENS THIS DRAWING REPRESENTS THE SCOPE OF THE PROPOSED WORK THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. /-2x8 JOISTS FLUSH FRAMED 2xB HANDRAILS 8"4 x 20' PERMANENT PILE / 0 9' O.C. ANTI NAILED (TYP) ROUT EDGES SALT MARSH 1 • •• •' • -- ��1�■ttii 1��i '��I ��i ��I �� I■„e� �II��II��II��ill�l�� PIER PLAN VIEW DETAIL SCALE: 1"= 2' -' MHW TO END = 37'1 _ No 1 INTERTIDAL AREA, LAND UNDER OCEAN PROPOSED 3' X 20' RAMP --, 140 III��1111��11l�� .� IiI�Iu��iii��■ 30 EXISTING GRADE PROPOSED 8' DIAM. PROPOSED 81` DIAM.- ° SECTION A -B )ECTIONS A -B_ SCALE: 1"= 10' 30 SECTION B -C B -C DETAIL /// 2x6 DECKING (NORTH/ / SOUTH ORIENTATION) �- 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/8"4 THRU BOLTS 0 POST CONNECTOR ITOP OF PILE HEIGHT=13' MLWI • MLW=10.0 50 60 70 1' DIAM. ANCHOR lint ,FAT. P H OF" 0 a a n r V w 1•-FT�1 A � C O O �o W O U V a a v � SCALE AS-NOTED- DATE SNOTED DATE 12-16-04 DRA WN BY MAP/MCB CHECKED BY c PJM N ISr ""I 1 OF SHEETS FRorEcrxo. C16322.00 � Y m Mimi T ' SECTION, TYPICAL SALT MARSH 1 • •• •' • -- ��1�■ttii 1��i '��I ��i ��I �� I■„e� �II��II��II��ill�l�� PIER PLAN VIEW DETAIL SCALE: 1"= 2' -' MHW TO END = 37'1 _ No 1 INTERTIDAL AREA, LAND UNDER OCEAN PROPOSED 3' X 20' RAMP --, 140 III��1111��11l�� .� IiI�Iu��iii��■ 30 EXISTING GRADE PROPOSED 8' DIAM. PROPOSED 81` DIAM.- ° SECTION A -B )ECTIONS A -B_ SCALE: 1"= 10' 30 SECTION B -C B -C DETAIL /// 2x6 DECKING (NORTH/ / SOUTH ORIENTATION) �- 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/8"4 THRU BOLTS 0 POST CONNECTOR ITOP OF PILE HEIGHT=13' MLWI • MLW=10.0 50 60 70 1' DIAM. ANCHOR lint ,FAT. P H OF" 0 a a n r V w 1•-FT�1 A � C O O �o W O U V a a v � SCALE AS-NOTED- DATE SNOTED DATE 12-16-04 DRA WN BY MAP/MCB CHECKED BY c PJM N ISr ""I 1 OF SHEETS FRorEcrxo. C16322.00