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HomeMy WebLinkAbout16 Swordfish Drive - Plan of LandGENERAL NOTES 1. ELEVATIONS REFER TO NGVD, 1929. DEPTHS OF WATER AT MEAN LOW TIDE ARE SHOWN AS NEGATIVE VALUES. BF,NCIINIARK IS THE GAS VALVE IN STREET FLUSH WITH PAVEMENT. 2. PLAN REFERENCE: TOPOGRAPHIC SITE PLAN PREPARED BY ROBIN WILCOX, PLS AND CRAIG SHORT, PE, DATED FEBRUARY 2, 2008 3. ACCESS TO THE CONSTRUCTION WORK SITE SHALL BE V1A TIIE 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, AIA 5. 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 I'0 PROCEEDING WITH REPLACEMENT SHEETING. INSTALLATION AND ANCHOR REPAIR. ANY DAMAGED OR DETERIORATED TIMBERS SHALL BE REPLACED SUBJECT TO DIMENSIONAL RECONSIDERATION BY THE ENGINEER. 6. EXISTING ANCHOR ROD CUTTING AND WELDING SIIALI. BE IN ACCORDANCE WITH STANDARD GALVANIZED STEEL WORK AND WELDING GUIDELINES FOR WORKER SAFETY. ROD JOINT OVERLAP SHALT. BE A MINIMUM OF 181N. AND WELDED ON BOTH SIDES. ROD CLAMPS ARE RECOMMENDED 7. WELDED ANCHOR RODS SHALL BE PROTECITI) AT THE WELD LOCATION USING FIELD APPLICATION EPDXY CORROSION PROTECTION COATINGS AND WRAPPINGS AS AVAILABLE IN COMPLETE ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SUBJECT TO INSPECTION. S. WHERE INDICATED BY ANCHOR INSPECTION AND EXISTING BULKHEAD ALIGNMENT, INSTALL HELICAL SCREW EARTH ANCHORS TO A SATURATED SOIL RESISTANCE OF 15 KIPS. ANCHOR PLACEMENT SHALL CONSIDER THE EXISTING DWELLING FOUNDATION LOCATION AND ELEVATION. ESTABLISH ORIENTATION AND DIRECTION ACCORDINGLY FOR EACH ANCHOR APPLICATION. 9. THE AREA INDICATED AS" ZONE OF SPECIAL INTEREST" SHALL HAVE NEW ANCHORS ADDFD ON ALL OUT OF PLUMB PILES. THE EXISTING PILINGS SIIALI, BE STRAIGHTEND OR REPLACED TO MATCH THE VERTICAL ALIGNMENT OF THE NEW SHEETS. 10, SIIF.E:T PILING SHALL BE CMI SERIES 425 OR EQUAL VINYL SHEET PILE WITH MINIMUM SECTION MODULUS OF 11, PANEL WIDTH OF I8 INCHES OR AS APPROVED BY THE OWNER'S ENGINEER. LIMITED SEGMENTS (3 TO 4 FT.) OF THE SHEETING SHALL BE REPLACED AT A 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 WHERE INDICATED SHALL BE PRESSURE IREATED 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 DIP GALVANIZED STEEL OR EQUAL. 14. VINYL SHEETS SHALL BE VIBRATED AND/OR JETTED INTO POSITION. IS. BACK FILL ANY VOIDS WITH CLEAN SAND. PROVIDE FOLLOWUP INSPECTION TO RE -FILL AREAS OF SF.TTLEM ENT AND TORE - CHECK ANCHOR 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. REPLACEMENT PILINGS WHERE NEEDED SHALT. BE HAMMER - DRIVEN W'1117RE PRACTICABLE,. EACH REPLACEMENT PILE SHALL BE EVALUATED ON A CASE BY CASE BASIS DEPENDENT ON LOCATION, 1N. NO LAYOUT CHANGES ARE PART OF THF PROPOSAL. THE BULKHEAD LAYOUT SHALL BE CONSISTENT WITH MASS DEP WATERWAYS LICENSE # 526 ❑❑ /00 YR, Ftn0,0 El: _ /L Novo 'Z H �- n \ . II - 7 15)---� / — — _ OAT SYSTEM _ i EXISTING MARINE BULKHEAD _ gAMP AND FL ; CQ' TO BF, RE-FURBISHED41� — EXISTING LANDING, /Lyth/N4 PALE caP �m 4 n,/., Yvc 2HGv(j. EX/ S T/N G FArE P/LES u �VERJf Y SAND 7— Eris r P/U /v c- d '�"7•,STOcA- GAQ j s EX/S NG. ANCN OK /2005 ,? ,r.- S mull 8s Gh . O/RE<Ti nivS Fc�/1 ' Po0OSFD REOGACE/YE vT /�NLNOES TO GG FN /h FrG.wpNTiON COQ%�/�ONEniT WALL DRAINAGE NOTE THE SPECIFIC NEED FOR'W'EEP HOLES' tN THE SHEATHING SHALL BE BASED UPN TITS OBSERVABLE. SEEPAGE THROUGH THE "C" LOC e077-011 OT a/soPasEo CHANNELS AND CONFI IMATION OF TIIE SOIL QUALITY OF THE 5J4'eW7, ,1v 6- EGEfi = -/4 /+MQX. DEOT.'/ EXISTING BACKFILL. ALL WEEPHOLES SHALL BE PERMANENTLY -J3 m•.a/ oEar y BACKED WITII SUITABLE GEOTEXTILE FILTER FABRIC. TYPICAL BULKHEAD PROFILE `A- A' 1 IN.= 4 FT. 6.7 MATCH CONSTRUCTION AT LOT LINE 5.7 APPLY GEOTEXTILE AT JOINT WITH NEW MATERIAL AQr�� , / ___.__ _ _ COORDINATE WITH ADJACENT PROPERTY OWNER GARAGE'. J �L� ♦ i SLAB\ 6' 1, / (R)>'4j 6 6 T ! 1 EXISTING DW'ELIANG / E( -,4S 1, SEE NOTE 8 % 5��,� 61 COI'ER 6.7 wacK I — sl _--- > oR 6g 0�FV�� Qg 1 6 �o�SE SIT #aS AT 5.8 I S-0 5.5 -¢ FXTK DSPC' yey#CA COORp1EgIJlll`1F'D FYE#,O �E • 53 O ZO 40 PL raw SC"7,e c /Lv-20rrT P?nY 2 2010 GUILDNGDEPT TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED REPAIR TO AN EXISTING MARINE BULKHEAD AT 16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA YARMOUTH ASSESSORS' MAP 25, PARCEL 13 PREPARED FOR RALPH TOMASIAN DECEMBER 4, 2009 SCALE — AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. P.O. BOX 1517 EAST DENNIS, MA 02641 508-385-1445 iII � Fi/ST: GMl ./�- iL Sf/EFTS T.9 � wo o <t I RF,OL ACE YVOOA Sf/C/>TN/NGT F).Y. AN�,c/C/Z SNEA TN/N G. ,,I?OQS i/ REM oV E p /J.9C.t✓F/lL S(9"2-24:'t RoO wEL oiiv S.SishvJv .ont+'Ep J � � zoti� To oEQvn�9n. o/e PLAN VIEW BULKHEAD DETAIL i E/}R TiY AN GNO e NO SCALE O ZO 40 PL raw SC"7,e c /Lv-20rrT P?nY 2 2010 GUILDNGDEPT TOPOGRAPHIC PLAN OF LAND SHOWING PROPOSED REPAIR TO AN EXISTING MARINE BULKHEAD AT 16 SWORDFISH DRIVE, SOUTH YARMOUTH, MA YARMOUTH ASSESSORS' MAP 25, PARCEL 13 PREPARED FOR RALPH TOMASIAN DECEMBER 4, 2009 SCALE — AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. P.O. BOX 1517 EAST DENNIS, MA 02641 508-385-1445