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Home My WebLink About83-1873 - Plan of Land002GENERAL NOTES 1. E,LF.VAI IONS REFER TO NGVD, 1929. DEPTHS OF WATER AT MEAN LOW TIDE ARE SHOWN AS NECATIVEVALUE'S. BENCHMARK IS THE GAS VALVEIN STREET FLUSH WITH PAVEMENT. 2. PLAN REFERENCE: TOPOGRAPHIC SI IT, PLAN PREPARED BY ROBIN WILCOX, PLS AND CRAIG SHORT, PE, DATED FEBRUARY 2, 2008 3. ACCESS 10 THE CONSTRUCTION WORK SITE SHALL BE. VIA THE EXISTING DRIVEWAY OFF OF SWORDFISH LANE, AND BY PARKERS RIVER AS NEEDED. 4. PROPOSED BULKHEAD REPAIR IS BASED UPON REPAIR EFFORT CONCEPT, CONSTRUCTION METHODS AND PROTOCOL AS PROPOSED BY CAPE COD DOCKS, INC. OF WEST YARMOUTH, MA S. EXISTING WOOD SHEETING SHALL BE REMOVED ACCORDING TO THE PROPOSED PROTOCOL AND DISPOSED OF OFF SITE IN ACCORDANCE WITH APPLICABLE SOLID WASTE DISPOSAL. PRACTICES. REMAINING TIMBER COMPONENTS SHALL BE INSPECTED FOR DAMAGE AND GENERAL CONDITION PRIOR TO PROCEEDING WITH REPLACEMENT SHEETING INSTALLATION AND ANCHOR REPAIR. ANY DAMAGED OR DETERIORATED'FIMBE:RS SHALL BE REPLACED SUBJECT TO DIMENSIONAL RECONSIDERATION BY THE ENGINEER. 6. EXISTING ANCHOR ROD CUTTING AND WELDING SHALL BE IN ACCORDANCE WITH STANDARD GALVANIZED S1 EEL WORK AND WELDING GUIDELINES FOR WORKER SAFETY. Rol) JOINT OVERLAP SHALL BE A MINIMUM OF 18 IN. AND WELDED ON BOTH SIDES, ROD CLAMPS ARE RECOMMENDED 7. WELDED ANCIlOIZ RODS SHALL BE PROTECI'EI) AT THF. NN'E;I.D LOCATION USING FIELD APPLICATION EPDXY CORROSION PROTECTION COATINGS AND WRAPPINGS AS AVAILABLE IN COMPLETE ACCORDANCE. WITH MANUFACTURERS RECOMMENDATIONS SUBJECT TO INSPECTION. e. NVIIERE INDICATED BY ANCHOR INSPECTION AND EXISTING BULKHEAD ALIGNMENT, INSTALL HELICAL SCREW FART11 ANCHORS TO A SATURATED SOIL RESISTANCE. OF 15 KIT'S. ANCHOR PLACEMENT SHALL CONSIDER THE EXISTING DWELLING FOUNDATION LOCATION AND ELEVATION. FS"TARLISH ORIENTATION AND DIRECTION ACCORDINGLY FOR EACH ANCHOR APPLICATION. 9. THE AREA I NDI CATER AS" ZONE OF SPECIAL INTERESI"SIIALI. HAVE: NEW ANCHORS ADDED ON ALL OUT OF PLUMB PILES. TIIE: EXISTING PILINGS SHALL 13E STR.AIGHTEND OR REPLACED TO MATCH TETE VERTICAL ALIGNMENT OF THE NEWSHEETS. 10. SHEET PILING SHALL BE, CMI SERIFS 425 OR EQUAL VINYL SHEET PILE. WITH MINIMUM SECTION MODULUS OF 11, PANEL WIDTH OF 18 INCIIES OR AS APPROVED BY THE: OWNER'S ENGINEER. LIMITED SEGMENTS (3 TO 4 FT.) OFTHE SHEETING SHALL BE REPLACED ATA TIME. 11. SHEET PILE, INSTALLATION SHALL BE IN GENERAL ACCORDANCE WITH THE TYPICAL PROFILE. WORK SHOULD BE SCHEDULED FOR TIMES SURROUNDING LOW TIDE. . 12. ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL MEMBER REPLACEMENT NN HERE INDICATED SHALL BE PRESSURE TREATED WITH PRESERVATIVE FOR MARINE APPLICATION OR EQUAL. LOCAL ORDINANCE RESTRICTIONS MAY APPLY FOR PRESERVATIVE TREATMENT. DIMENSIONS OF THE SUBSTITUTIONS SHALL BE REVIEWED AND AS AUTHORIZED. 13. HARDWARE SHALL BE NON -CORROSIVE HOT DIF GALVANIZED STEEL OR EQUAL. 14. VINYL SHEETS SHALL BE VIBRATED AND/OR JETTED INTO POSITION. 15. BACK FILE. ANY VOIDS WITH CLEAN SAND. PROVIDE FOLLOWUP INSPECTION TO RE -FILL AREAS OF SETTLEMENT AND TO RE - CHECK ANCHOR TOR TENSION. 16. ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES SUCH AS REMOVAL AND REPLACEMENT OF DECK SECTIONS FOR WORK ACCESS SHALL BE AS DIRECTED BY THE OWNER. 17. 121; PLACEMF,NT PILINGS WHERE NEEDED SIIALI. 13E HAMMEIi- DRIVEN WHERE PRACTICABLE.. EACH REPLACEMENT PILE SHALL lift EVALUATED ON A CASE BY CASE BASIS DEPENDENT A CASE BY CASE BASIS ON LOCATION. 18. NO LANOUTCHANCES ARE PART OF THE PROPOSAL.. THE III ILKHEAD LAYOUT SHALL BE CONSISTENT WITII MASS DEE' WAFER WAYS LICENSE; 0 526 /00 vn. FL00o EL. = /Z /•vvo p/L'E Csa p T- t 'r 6'- ,vf7tES ,Ic, VD Ex/ST/M4f- F.4 -, FACE p/t E$ g" -/O-0 VE4Cf Y SAtiD Ei+�.O fJM T fX/S T- V L//v G � I � 4.9 ell Gv --- ----- i - i — TEN1 TSPS � TI N(G LANDING, RAMP AND FLOA F,XISTINGMARINE BULKHEAD EX/ST'>1NU i \ \ \ y PROvosED P�'SS/LLE \� REOL fJc'E rI9FNT /i NCNOQ $ 1 PAO�ost D l ?E/�C ,LICE/>JFNT TO GL.FAR F�"[.-'i,/ONT�ON (C�/•�/�CNF�/T I`I S/ -FEET /�/LES 1 �oJTOr� vF PRo,r�S � S//Ei9T/s/H� ELEv - -/4 MAX DEBT// TYPICAL BULKHEAD PROFILE `A- A' I IN. = 4 FT. /TO Br RE -FURBISHED �l ;mac` MATCH CONSTRUCTION AT LOT LINE i - 5.7 APPLY GEOTEXTILE AT JOINT WITH NEW 11ATERIAL COORDINATE WITH ADJACENT PROPERTY OWNER AO �G - X66 r GARAGE. 77 SLAR 6.1 1te 0 7¢ 6 ti ��- `•.� 10ORCH 7.7IV • 1 i EXISTING DNVELLING S� @L£V,6jLl'EC,OLPR 'N SEE NOTE S _ WALK_ _ i 6.7 ,' I , •s - — - � 7,z Foa r - j - Rp OBER CTO Bow e,�°��6 �yA�s OF �N�ti� Os 5.8 / b �ZypC��SC �Ntlp. CO °,cv `5.3 Z"// =p 40 PLRn/ sC/-71 E //N- 5.5 YAI'k- �.'f R, 1, 0 a a. Hf Lewis Ponds-� -r T PLAN VIEW BULKHEAD DETAIL NO SCALE X Tidal Flat • WOO D SNEF T/•'/N G ro v E REin avEo SNS /Vn/ 4AJ•e'EQ Tc oEQeJmAN 0,1z .eFa<�cEmEiv 7- 191 eW 0 191eW0 AZ TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED REPAIR TO AN EXISTING MARINE BULKHEAD AT 16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA YARMOUTH ASSESSORS' MAP 259 PARCEL 13 PREPARED FOR RALPH TOMASIAN DECEMBER 4, 2009 SCALE — AS NOTED DFdI,CA - PREPARED BY 19 T CAPE COD ENGINEERING, INC. RROBERT M. PERRY, P.E. vIL N P.O. BOX 1517 5 E� �e s EAST DENNIS, MA 02641 508-385-1445 'q c.ViS T/wG r/r+oGER w/JLE 6x6 t `— CMi v//v YL S/>'EETS TO .�<'PL .Deft •'t/C'UD SNE"/JTN/ivG FX. FNS/PCS CZ OOS l3n�tF/tL So/L F 24 Tle2) wE/.o//vim T PLAN VIEW BULKHEAD DETAIL NO SCALE X Tidal Flat • WOO D SNEF T/•'/N G ro v E REin avEo SNS /Vn/ 4AJ•e'EQ Tc oEQeJmAN 0,1z .eFa<�cEmEiv 7- 191 eW 0 191eW0 AZ TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED REPAIR TO AN EXISTING MARINE BULKHEAD AT 16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA YARMOUTH ASSESSORS' MAP 259 PARCEL 13 PREPARED FOR RALPH TOMASIAN DECEMBER 4, 2009 SCALE — AS NOTED DFdI,CA - PREPARED BY 19 T CAPE COD ENGINEERING, INC. RROBERT M. PERRY, P.E. vIL N P.O. BOX 1517 5 E� �e s EAST DENNIS, MA 02641 508-385-1445