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Home My WebLink About83-1718 - Site Plan004/EXISTING CHANNEL MARKER TIMBER PILE NOTES GENERAL NOTES: \.\ RW1E 6 EXIT 9 1. ALL TIMBER FOUNDATION PILES SHALL BE OF TYPE 1 SPECIES LUMBER 1. SUPPLY ALL MATERVJ, EQUIPMENT AND LABOR FOR CONSTRUCTW OF PLAN REFERENCES: � \. \ \. AS DEFINED IN SECTION 18220 OF THE MASSACHUSETTS STATE GUIDING PERMANENT PIER, RAMP, Alm FLOAT AS DESCRIBED AND SHOWN ON PLAN F - - - --5- 1 "STANDARD FOR ROUNDTIMBERTHE ASTM D-25. VISIONS OF THE BASS RIVER — — — --5_ — — _ AND DETAILS. ASSESSORS MAP 101, PARCEL 13 g •\ w _ 2 ALL TO BE PERFORM D IN ACCORDANCE WITH THE PLANS. - --5- - 2 ALL TIMBER PLIES MALL BE PRESSURE TREATED WITH WATERBORNE SPECIFICATIONS AND THE ORDER OF CONDITIONS ISSUED BY THE PLAN BOOK 395, PAGE 50 r—.-6- — — _. — — � BASS RIVER CCA PRESERVATIVE IN ACCORDANCE WITH AWPA C3. TREATMENTS MALL YARMOUTH CONSERVATION COMMISSION. PLAN BOOK 376, PAGE 82 w ��' �•••- _� -6- \ (71DAL)CONFORM TO THE AWPB STANDARD MP -4. ALL PILE CUTOFFS SHALL BE - 6- - - _ TREATED IN ACCORDANCE WITH AW PI STANDARD M-4. THE MINIMUM 3. ACCESS TO BE FROM THE GRAVEL PATH ON THE ABUTTING P P+ G c ` PRESERVATIVE TREATMENT RETENTION FOR TIMBER PILES SHALL BE 25 _ .. i NK \s ASSOCIATION PROPERTY, THE APPUCMT"S PROPERTY, OR FROM WORKING FLOOD NOTE: d RtN gP Rg COUNR EXISTING MOORING - -1 ` - / - - - ` \ / / - - - -`7' \ FLOW\ ` -_g - _' PCF TIME. STAGING AREAE. WOrANG FORMATERNOT WL4 TO BEBE HIND 1HHEE APPLICWMARSH s FLOOD ZONES A5 EL6 , B, AND C AS ? SRN RD NtGt \ �(TYP-) \ EXISTING MOORING 3 BEFORE ANY TREATED PIES ARE DRIVEN, A CERTIFICATION MALL BE DPoYEWAY. ) LOCUS i r / (TYP.) SUBMITTED, CERTIFYING THAT THE PILES WERE FREE FROM DECAY, WERE SHOWN ON FEMA FIRM PANEL #250015 I •g_ / ` / / ,_T' - PROPERLY PEELED AND OTHERWISE PREPARED BEFORE TREATMENT, AND 4. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER IN 0002 D REVISED JULY 2, 1992. THE METHOD OF TREATMENT, THE CHEMICAL E CONFORM AND THE CONTACT WITH GROUND TO BE CCA PRESSURE TREATED IN ACCORDANCE BENCHMARK OBTAINED FROM RM11 ON AMOUNT RETENTION OF THE PRESERVATIVE CONFOtM TO THE WITH WOOD PRESERVATIVE INSTIM OF AMERICA ALL OTHER TIMBER TO 0Pa l ; 6 \ / / BE ACO TREATED, OR OTHER ROT -RESISTANT LUMBER TYPE PANEL 0040. / 80 �� -- - REQUIREMENTS SPECIFIED HERE]N. THE PRESERVATIVE REIENRON SHALL '9� 8- - BE DETERMINED BY ASSAY METHOD. \ t / 5. NO MACHINERY OR EQUIPMENT TO OPERATE IN THE MARSH. FIELDWORK CONDUCTED BY COASTAL / ` \ / ✓ ( / 4. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL -' TO GRAIN AND SHALL MEASURE AT LEAST EIGHT INCHES (87 IN 6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEERPRIOR TO ENGINEERING OCTOBER, 2004 \ \\ \ `'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, IxsnllzaED AREAS TD BE REYEfETTATED TO MATCH PRE -CONSTRICTION BETWEEN TOWN OF YARMOUTH KEY MAP 9\ \ (TYP.) WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN CONDITIONS. CONSERVATION AREA AND THE DEVITO ` \\ SECTIONS A -C OR REFUSAL ENGINEER SHALL BE NOTIFIED IF REWIRED PROPERTY IS APPROXIMATED FROM NO SCALE DEPTH CAN NOT BE ATTAINED. 8. OFF-SEASON STORAGE OF RAMP AND FLOAT, IF OESRE4, SHALL BE _ _ - AN APPROVED UPLAND LOCATION SUCH AS THE APPLICAM'S DT84EWAY. PLAN TITLED "PLAN OF LAND IN SOUTH FLOAT G / // '-7_ , — — — �= � S. DURING TEE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN DATUM FOR ALL ELEVATIONS IS MLW / 1 ` s _ , = - -_ DRYING RESISTANCE SHALL BE INVESTIGATED WITH REGARD TO THE 9. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3 4•, WITH YARMOUTH, MASS. FOR 983DWIGR L _ —J — — / CONVERSION TO NGVD IS -1.1' — 5_ — — — — — — _ POSSIBILITY OF BREAKAGE OF THE PILE AND SUCH SUDDEN DECREASE PLANIONG ORIUM NORRi-SouRi. ROGERS JR. ,AUGUST, 1983 RECORDED _----4--- 3� /_ - - IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA, AND IN BOOK 376 PAGE 82 - - �' 10'x20' - - --3` - - MLW PER FIELD SURVEY IF THE PILE CANNOT BE REMOVED FOR INSPECTION, R SHALL BE 10. PROPOSITI ACCESS PATH TO CLEARED TO 4 FEET WIDE MAXIMUM ��.� �•� ��\� -``� i i,2 i , \ - _ A l- 2_ \ ` -2 j CONSIDERED ADEQUATE REASON FOR THE REJECTION OF THE PILE.AND MAINTAINED. LEGEND EXISTING %�� / 4> " \ \ ........... 7. JETTING, AUGURING AND OM METHODS OF PRE-MVATION TO RAM - ACHIEVE THE MINIMUM RP ELEVATION MAY NOT BE PERMITTED WITHOUT SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION 1 \ V is / � � EDGE OFIAA�RSfi �� PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED THE • BOUND EXISTING PIER 'T`� \ ` ^ ( SPARTINA ALTERNIFLORA TOWN OF YARMOUTH CONSERVATION � - PRE -EXCAVATION MUST BE CARRIED OUT IN A MANNER WHICH WILL NOT 1. SPECIAL PROVISIONS FOR COASTAL CONS7RUCRLXV SHALL BE IN N- �{ 1 J MyR '•\ �_�I SPARTINA PATENS ASSESSORS MAP 102 IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE 'COASTAL EXISTING PILE ,94_4 NTH _41:,; �� Y. ' _ J � PARCEL 12 IMMEDIATELY AFTER COMPLETION OF JETTING OR AUGURING, THE PILE - CONSTRUCTION MANUAL" AS PUBLISHED BY THE FEDERAL EMERGENCY SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE -EXCAVATION AND / MANAGEMENT AGENCY (FEMA -55)L � -PUBLIC ACCESS\ o pCCESS� PROPERTY LINE PER PLAN BOOK DRIVEN BELOW THIS DEPTH TO TRE IEQUFM DEPTH SPECIFIED HEREIN. --10-- CONTOUR 378, PAGE 82 (SEE NOTE) 2 ALL STEEL MEMBERS CONNECTIONS, CONNECTORS, ETC. SHALL BE B. THE PILE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS MUST BE ROUTINELY — EDGE OF MARSH \ _ PROPOSED WALKWAY, �`` DRIVING LOG FOR EACH PIE INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE PIR RAMP AND FLOAT MLW PER PLAN BOOT 376, STRUCTURE. BENCHMARK - CONCRETE BOUND / PAGE 82 (SEE NOTE) 9. THE END OF THE PIER SHALL BE ANCHORED 70 THE GROUND WITH A MHW = 1.7 (1.0 NGVD) ELEV. = 6.55 (MLW DATUM) -01 AUNT POLLYS COVE HELICAL ANCHOR OR APPROVED EQUAL TO PREVENT UFTING IN AN Id: 3, ALL LUMBER USED FOR PILES, CROSS BRACES, AND YOKES SHALL BE N \ Q PROPOS ACCESS AND WORT MIT (TIDAL) EVENT. TYPE OF ANCHOR AND ATTACHMENT METHOD TO BE APPROVED MARINE GRADE OCA LUMBER. ALL OTHER LUMBER TO BE NON -CCA MLW = 0.0, (-.7 NGVD) ROOD BY ENGINEER PRIOR TO CONSTRUCTION TREATED OR APPROVED EQUAL UPLAND GRASS S\2111, SPARTINA ALTERNIFLORA / PROPOSED 4' WIDE�� UPLAND GRASSES '� \ \ H SPARTINA PATENS ACCESS PATH \ \ J\ --,41s BLUE ROCK LANDING ASSOCIATION ASSESSORS MAP 102 400 / \ \ \ \ \ / \ a`` EDGE OF PARCEL It �i / \ \ \ \ �T \ \ \ \ \ N N \ CLEARING/TREELINE EXISTING WETLAND FLAGGING oto 10, 00 fooc\\\\\\ \ \\ \ 1+1 \X \� Lac OF \ \ \' `.Dj \CLE NG/9i[REELTN \ \ \ o t � o rtl ij CHARLES A. AND MARGERY A. DEWTO�/' \\ ASSESSORS MAP 102 PARCEL 13 RUSSELL L POTTER ASSESSORS MAP 101 PARCEL 181 SUSAN D. REID ASSESSORS MAP 101 PARCEL 174 PLAN SCALE: 1"= 30' I inch - 90 R 4' 2x8 HANDRAILS ROUT EDGES 2x4 2x4 SIDE RAILS W/ 3/8'0 THRU BOLTS a - 24 DECKING (NOR SOUTH ORIENTATION) — I • I 2- 2x8•YOKE I .`I 46 POSTS (TYP) 2x8 JOISTS FLUSH FRAMED 0 2' A.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 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. 2- 4x6 POSTS FOR RAILING SUPPORT 2- 2x8 YOKE 2x8 JOISTS FLUSH FRAMED 2x6 HANDRAILS 8"0 x 20' PERMANENT PILE 2- 2x8 YOKE 0 2' O.C. AND NAILED (TYP) ROW EDGES I CT 1===I==== _ ===a==== = ff==fil====-===1==== _ ===a==1 = 2x6 DECKING (NORTH/ II II I II it II SOUTH ORIENTATION) I I II II II II II II II II II II II II I I II IV II II II II II II I I II II I i II II II II II II II II II II II II I I II II II II II II _=—=—I-------=1--== — --=�--I — 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/6'0 THRU 20' SECTION, TYPICAL BOLTS 0 POST CONNECTOR PIER PLAN VIEW DETAIL SCALE: 1"= 2' SALT MARSH MHW 1 END INTERTIDAL LAND SUBJECT TO COASTALDR OCEAN MHW MLW IIORTH/SOUTH ORIENTATION � FOR PROPOSED , "PPP � �• 0 a �u�a�lii�amll�®®me��= ANCHOR 1 PROPOSED 10' X 20' FLOATI 30 I�+,40 50 60 70 PROPOSED P DIAM. ANCHOR SECTION A -B � I SECTION B -C SECTIONS A -B & B -C DETAI SCALE: 1"= 10' OASTAL NGINEERING ' OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508255.6700 wq U 2 x 6 RAIL CAP w 2 x 4 RAILS •" •� 2 x 6 DECKING W/ 1/2' SPACING BETWEEN PLANKS E~ 4 x 6 POST zn . ...... SPY . 2xB JOISTSFLUSH FRAMED 0 2' O.C. AND NAILED (TYP) ; (2) 2 x 8 STRINGERS ' ANCHOR TYPE TO 2 - 2 x 8 YOKE 8" PILE BE APPROVED BY ENGINEER TYPICAL PIER VIEW Q� SECTION D -D SCALE: 1"= 2' SCALE: 1"= 2' 46 POSTS (TYP) 2x8 JOISTS FLUSH FRAMED 0 2' A.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 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. 2- 4x6 POSTS FOR RAILING SUPPORT 2- 2x8 YOKE 2x8 JOISTS FLUSH FRAMED 2x6 HANDRAILS 8"0 x 20' PERMANENT PILE 2- 2x8 YOKE 0 2' O.C. AND NAILED (TYP) ROW EDGES I CT 1===I==== _ ===a==== = ff==fil====-===1==== _ ===a==1 = 2x6 DECKING (NORTH/ II II I II it II SOUTH ORIENTATION) I I II II II II II II II II II II II II I I II IV II II II II II II I I II II I i II II II II II II II II II II II II I I II II II II II II _=—=—I-------=1--== — --=�--I — 2 - 2x8 STRINGERS (EACH SIDE) W/2 - 5/6'0 THRU 20' SECTION, TYPICAL BOLTS 0 POST CONNECTOR PIER PLAN VIEW DETAIL SCALE: 1"= 2' SALT MARSH MHW 1 END INTERTIDAL LAND SUBJECT TO COASTALDR OCEAN MHW MLW IIORTH/SOUTH ORIENTATION � FOR PROPOSED , "PPP � �• 0 a �u�a�lii�amll�®®me��= ANCHOR 1 PROPOSED 10' X 20' FLOATI 30 I�+,40 50 60 70 PROPOSED P DIAM. ANCHOR SECTION A -B � I SECTION B -C SECTIONS A -B & B -C DETAI SCALE: 1"= 10' OASTAL NGINEERING ' OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508255.6700 0 a A u 1•t -N � A O ice, O YC � � O W F a v SCALE AS NOTED DRAWING} FILE C16322.dwg DATE 12-16-04 DRAWNBY MAP/MCB CHECKED BY o PJM N Q U bA OF SHEETS PROJECTNO. C16322.00 U �3 1 �� wq U w E~ zn Q� U "v � O w F� a o � q M ^ °z 0 a A u 1•t -N � A O ice, O YC � � O W F a v SCALE AS NOTED DRAWING} FILE C16322.dwg DATE 12-16-04 DRAWNBY MAP/MCB CHECKED BY o PJM N Q U bA OF SHEETS PROJECTNO. C16322.00 U �3 1 ��