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Home My WebLink About83-1718 - Site PlanTIMBER PILE NOTES GENERAL NOTES: ROUTE 6 �� EXIT 9"� QASTAL iEXISTING CHANNEL MARKER 1. ALL TIMBER FOUNDATION PILES SHALL BE OF TYPE 1 SPECIES LUMBER AS DEFINED IN SECTION 18220 OF THE MASSACHUSETTS STATE BUILDING 1. SUPPLY ALL MATERIAL. EQUIPMENT AND LABOR FOR COISTRUGTION OF PERMANENT' PIER, RAMP, AND FLOAT AS DESCRIBED AND SHOWN ON PLAN PLAN REFERENCES. �G �\ NGIlVEERING P \ . �. BASS RIVER - - _ _ CODE AND SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE AND DETAILS. ASSESSORS MAP 101, PARCEL 13 \ g� ��'I�e�1��ies�i��.n�.riul■LYS. - - -'S -5- - 'STANDARD FOR ROUND TIMBER PILES'. ASTM D-25. 2 ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, \ y �\ •' Ra \ ��i�s OMPtiLV INC. PLAN BOOK 395, PAGE 50 1 f - - - - - BASS RIWR 2 ALL TIMBER PILES SHALL BE PRESSURE TREATED WITH WATERBORNE SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE PLAN BOOK 376, PAGE 82 ,�__� _ - - CCA PRESERVATIVE IN ACCORDANCE WITH AWPA C3. TREATMENTS MALL YARMOUTH CONSERVATION COMMISSION. 1 260 Cranberry Hwy. Orleans, MA 02653 �`(nBAL) - - - --g- - _ CONFORM TO THE AWPB STANDARD MP -4. ALL PILE CUTOFFS SHALL BE TREATED IN ACCORDANCE NTH AWPI STANDARD M-4 THE MINIMUM 3 ACCESS TO BE FROM THE GRAVEL PATH ON THE ABUTTING -' -' 1 F NG . D P 508155.6511 Fax: 508.255.6700 , SUSAN D. REID ASSESSORS MAP 101 PARCEL 174 6\ ,, _, FLOOD NOTE. d RL fe F COUNR PRERVA7IVE TREATMENT RETFJdTION FOt TIMBER PILES SHALL 25 ASSOCIATION PROPERTY, THE APPLICANT S PROPERTY, OR FROM WORKING - -T �- - - FLOODPCF. BARGE WORIONG BARGE NOT TO BE LOCATED OVER MARSH AT ANY AT N RD. EXISTING MOORING- - - - - -6 TIME. STAGING AREA FOR MATERIALS TO BE IN THE APPUCANT'S SRN 1 �(TYP-) - \ `� / \ EXISTING MOORING 3. 6ff00E ANY TREATED PILES ARE DRDUQN, A CERTIFICATION SHALL BE DRIVEWAY. FLOOD ZONES A5(EL6), B, AND C AS = RO LOWS U \ \ ! -8 (TYP) SUBMITTED, CERTIFYING THAT THE PILES WERE FREE FROM DECAY, WERE SHOWN ON FEMA FIRM PANEL #250015 � PROPERLY PEELED AND OTHERWISE PREPARED BEFORE TREATMENT, AND 4. METAL M BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER IN 0002 D REVISED JULY 2, 1992. / THE VETHOD OF TREATMENT, THE CHEMICAL COMPOS17ION AND THE CONTACT WITH GROUND TO BE CCA PRESSURE TREATED IN ACCORDANCE BENCHMARK OBTAINED FROM RM11 ON AMOUNT OF RETENTION OF THE PRESERVATIVE CONFORM M THE WITH WOOD PRESERVATIVE IN5RTUTE OF AMERICA ALL OTHER TIMBER TO _-a \ / PANEL 0040. �. 80 FI; � / �,. � / / REfN11F�M1EN1S SPECIFIED HERON. THE PRESERVATIVE RETENTION SHALL BE AGO 'TREATED. OR OTHER ROT -RESISTANT LUMBER HYPE sE-�� / BE DETERMINED BY ASSAY METHOD.ou = �. �\ �MKW / / & 4. PILES SHALL BE 800 PS MINIMUM COMIPRESSVE STRENGTH PARALLEL NO MACHINERY OR EQUIPMENT TO OPERATE IN THE MARSH. FIELDWORK CONDUCTED BY COASTAL \ � / P • ✓ ( � � / p ( -9- TO GRAIN AND SHALL MEASURE AT LEAST 13GHT INCHES (8' IN 6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO ENGINEERING OCTOBER, 2004 \\ \I '-9- - - - - - - DIAMETER AT THE TIP. CONSTRUCTION. YARMOUTH, MA \\ \\ \ EXISTING MARKER FLOAT \ NOTE: PROPERTY LINE DELINEATION \\ \\ \ )EXISTING MOORING 5. EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, 7. DISTURBED MEAS TO BE REMUATED TO MATCH PRE -CONSTRUCTION BETWEEN TOWN OF YARMOUTH KEY MAP \ / 9\ (rn) WITHOUT SPLICING AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN GXDNDTITONS CONSERVATION AREA AND THE DEVOTE SECTIONS A -C OR REFUSAL ENGINEER SHALL BE NOVO IF REWIRED NO SCALE DEPTH CAN NOT BE ATTAINED. & OFF-SEASON STORAGE OF RAMP AND FLOAT, F DESIRED, SHALL BE PROPERTY IS APPROXIMATED FROM EXISTING ) / O �I� _ -__ - - " NV APPROVED UPLAND LOCATION SUCH AS THE APPUQWS DRIVEWAY. PLAN TITLED 'PLAN OF LAND IN SOUTH FLOAT / / /) - 6. DURING THE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN DATUM FOR ALL ELEVATIONS IS MLW , / 7- - - _ _ - _-- --5 - - - = DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD TO THE YARMOUTH, MASS FOR DWIGHT L , 9 / ,_6- - \ `'6 - - - - i -- - --4� - _ 9. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4 , WITHCONVERSION M NGVD IS -1.1 _ _ - _ _ 5_ - - - - _ / _ _ POSSIBILITY OF BREAKAGE O THE PILE, AND IF SUCH SUDDEN DECREASE PLM19NG ORIENTED NORTH -SOUTH. ROGERS JR.",AUGUST, 1983 RECORDED -5� J'N - --4- - - �i - - --3 /- - - - ''ti IN DRIVING RESISTANCE CANNOT BE COMATED TO BORING DATA AND BOOK 76, P 82 IF THE PILE CANNOT BE / REMOVED A IN 3 AGE �'•... \ \ - BE 5- - 10'X20' 2- _ - �� / MLW PER FIELD SURVEY CONSIDERED ADEOl1ATE REASON FOR THE REEC71(MV TFOR INSPECTION. IT HE pOE 10. PROPOSED ACCESS PATH TO BE CLEARED M 4 FEET WIDE MMWUM \ \ b�3--2- \ - - _ .. �. AND MAINTAINED. 1 Afl1 A - LEVELD Vim•., N EXISTING RAMP �: �� / O \ \ 1 T - - 7. JETTWG, AUGURING AND OTHER METHODS O' PRE -EXCAVATION TO -1- / : F�:WFSFAR 'P` ACHIEVE THE MMMUM TIP ELEVATION MAY NOT BE PERMITTED WITHOUT SPMAL REQUIREMENTS FOR COASTAL CONSTRUCTION _ \ - / is / EDGE OF MIA1RSH ■ BOUND EXISTING PIER �`� \ ` - _ jTINA ALTERNIFLORA TOWN OF YARMOUTH CONSERVATION PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED, THE $ ( a6�_ PRE-D(CAVA110N MUST BE CARRIED OUT IN A MANNER WHICH WILL NOT 1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SNAIL BE IN Myy \,� �'„ UI!' SPARTINA PATENS ASSESSORS MAP 102 IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE ACCORDANCE MOTH THE RECOMMENDATIONS FOUND IN THE 'COASTAL ® EXISTING PILE 1 . •' _ PARCEL 12 IMMEDIATELY AFTER COMPLETION OF JETTING OR AUGURING, THE PILE -41 N N / '� 'I` w SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE-EU(CAVATION AND MANAGEMENT MANUAL' M PUBLISHED BY THE FEDERAL EMEROMCY -Z;- �s MANAGEMENT AGENCY (FEMA -55). PUBIJC ACCESS ®• 4UFUC A�� _ - PROPERTY UNE PER PLAN BOO( DRIVEN BELOW THIS DEPTH TO THE REQUIRED DEPTH SPECIFIED HERON. --10-- CONTOUR p _ Qm 376, PAGE 82 (SEE NOTES 2 ALL STEEL MEMBERS, CONNECTIONS, CONNECTOR$ ETC, STALL BE & THE PILE DRIVNG CONTRACTOR SHALL KEEP AND SUBMIT A PILE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS MUST BE ROUTINELY - - EDGE OF MARSH \SV-� PROP05ED WALKWAY, ��` DRIVING L� FOR EACH PILE INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE N / ;c PIER RAMP AND FLOAT MLW PER PLAN BOOK 376. STRUCTURE BENCHMARK -CONCRETE BIND / PAGE 82 (SEE NOTE) 9. THE END OF THE PIER SHALL BE ANCHORED M THE GROUND WITH A MHW = 1.7 (1.0 NGVD) HELICAL ANCHOR OR APPROVED EQUAL TO PREVENT LFTING IN AN ICE E1EV. = 6.55 (MLW DAVM% � a AUNT POLIYS COVE 3. ALL LUMBER USED FOR FILES, CROSS ENRAGES AND YOKES SHALL BE \EVENT. TYPE OF ANCHOR AND ATTACHMENT METHOD M BE APPROVED MARINE OWE GCA LUMBER. ALL OTHER LUMBER TO BE NON -CCA • • . • • . MLW = 0.0, -.7 NGVD \ / N N\ (� P OPOSm ACCESS AND YORK MIT (TIDAL) FLOOD BY ENGINEER PRIOR M CONSTRUCTION. TREATED OR APPROVED EQUALEM C , UPLAND GRASS \ _ SPARTINA ALTERNIFLORA / / PROPOSED 4' .WIDE Y� s\'� \ UPLAND GRASSES 'L` \rr SPARTINA PATENS BLUE ROCK LANDING ASSOCIA710N / \ ACCESS PATH ASSESSORS MAP 102/ \ \ \ \ \ \ '\ \ a1` EDGE OF PARCEL 11 N CLEARING/TREELINE : S ® \ \ \ T \of V y / \ \ \ \ \ \ \ \ \ \ �\ \S� H N \\N\� EXISTING WETLAND FLAGGING SM -1 m // \ \ \\\\ \ \ \\ 01 \gyp''\ \ \ \ \ \ \CLElRINGfMEELINE \ ao P'ti �0// W \ ��\\ \\ \ \N\ \ \ \\\ �i�l jj I'//it. CHARLES A. AND MARGERY A: DEWTD�/% I \\ ASSESSORS MAP 102 f // ( ll% PARCEL 13 RUSSELL L POTTER ASSESSORS MAP 101 PARCEL 181 PLAN SCALE: 1'= 30', 1 Inch - 90 Pk 2 x 6 DECKING W/ 1/2- SPACING BETWEEN PLANKS 2xB JOISTS FLUSH FRAMED 0 2' O.C. AND NAILED (TYP) (2) 2 x 8 STRINGERS 2-2x8YOKE' v TYPICAL PIER VIEW SCALE: 1'= 2' 2 x 6 RAIL CAP 2 x 4 RAILS 4 x 6 POST a 4' 2x6 HANDRAILS ROUT EDGES 2x4 2x4 SIDE RAILS W/ 3/8"0 THRU BOLTS 2x6 DECKING (NORTH/ SOUTH ORIENTATION) s 1 2- 2x8eYOKE 46 POSTS (TYP) 2x8 JOISTS FLUSH FRAMED 0 Y O.C. AND NAILED (TYP) 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/8"0 THRU BOLTS 0 POST CONNECTOR 2- 3/4"0 BOLTS , 3X6 BRACING WITH 3/4" DIA. BOLTS ANCHOR 112E TO 8" PILE BE APPROVED BY ENGINEER SECTION D -D SCALE: 1"= 2' 8"0 x 20' PERMANENT PILE 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. TO x 20' PERMANENT PILE PIER PLAN VIEW DETAIL SCALE 1"= 2' SALT MARSH MHW TO END = 37'f INTERTIDAL LAND SUBJECT TO COASTAL STORM FLOWAGE s AREA LAND UNDER OCEAN - MHW MLW NORTH/SOUTH ORIENTATION FOR 4' X 5O' WALKWAY�PROPOSED 4' X 20' PIER4' X 50' WALKWAY�PROPOSED 4' X 20' PIER I DECKING: SEE PIER DETAILS fTR1 TOP OF PILE HEIGHT=13' MLW PROPOSED 3' PROPOSED STEPS DECK EL.=7.3} X 20' RAMP UPLAND GRASSES OPOSED 10' X 10 FEET 30 .. - .)rK rV uW ni ANCHOR SECTION A -B SECTION B -C SECTIONS A -B & B -C DETAI SCALE: 1'= 10' >ECKING (NORTH/ H ORIENTATION) 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/8"0 THRU BOLTS 0 POST CONNECTOR BY H O O ~ A•i P4 F•Ty O FL�.N A o �o � a u r \ � 1 "n SCALE AS NOTED DRAWING FILE C16322.dwg DATE 12-16-04 DRAWNBY MAP/MCB CEIECXED BY PJM 0 0 50 60 70 N Q 1' DIAM. ANCHOR d CCT I nar u " OF 1 SBEETS c PROJECT N0. 016322.00 U �� 'I�e�1��ies�i��.n�.riul■LYS. 10 FEET 30 .. - .)rK rV uW ni ANCHOR SECTION A -B SECTION B -C SECTIONS A -B & B -C DETAI SCALE: 1'= 10' >ECKING (NORTH/ H ORIENTATION) 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/8"0 THRU BOLTS 0 POST CONNECTOR BY H O O ~ A•i P4 F•Ty O FL�.N A o �o � a u r \ � 1 "n SCALE AS NOTED DRAWING FILE C16322.dwg DATE 12-16-04 DRAWNBY MAP/MCB CEIECXED BY PJM 0 0 50 60 70 N Q 1' DIAM. ANCHOR d CCT I nar u " OF 1 SBEETS c PROJECT N0. 016322.00 U