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Home My WebLink Aboutrevised site plan 8.15.1912" 2' MIN. 3" WASHERS W/ NUTS 16'± SEE PLAN 2"x4" W/ 2"x12" CAP ASSEMBLY FOR CAP EL. GRADE - 2"x6" —� 1 INNER WALE = 14' 1" DIAM. ROD THREADED ®ENDS 3"x10" CONTINUOUS OVER 3 PILES BOLTED 12" DIAM. PILING 10 FT. LONG SHEET PILE WALL DETAIL (NO SCALE) CL 9900 SHEET PILE 14 FT. LONG± 10"0 PILING ANCH PILIN 10 FT. L. C_ i EACH WALE TS 5/8" BOLTS FOR WALERS SHEET WALL PLAN VIEW NO SCALE 3" DOCK WASHERS 10 5 0 ► ten► v 10 1 inch = 10 ft. 30 EMBEDMENT VARIES P,\_\NOS \\ z 5/8" BOLI UC -30 SHEET TO OR VINYL i 0 SG 9900 SHEETS 18" WALER SCARF JOII i 5 ANCHOR SHAFT 1.0" DIA. 30 x w Q C z N a 16'± 5.5" i EACH WALE TS 5/8" BOLTS FOR WALERS SHEET WALL PLAN VIEW NO SCALE 3" DOCK WASHERS 10 5 0 ► ten► v 10 1 inch = 10 ft. 30 EMBEDMENT VARIES P,\_\NOS \\ REPLACE BLOCK WALL w/ VERTICAL #5 RE -BAR w/ GROUT @ 16" O.C. GRADE VARIES @ APPROX. WATER TABLE EL. ICAL PILINGS @ 4 FT. O.C. BUILDING PLAN) DETAIL OF BLOCK WALL SUPPORT NO SCALE z i i i 0 i i REPLACE BLOCK WALL w/ VERTICAL #5 RE -BAR w/ GROUT @ 16" O.C. GRADE VARIES @ APPROX. WATER TABLE EL. ICAL PILINGS @ 4 FT. O.C. BUILDING PLAN) DETAIL OF BLOCK WALL SUPPORT NO SCALE NOTES 1. TOPOGRAPHIC / HYDROGRAPHIC CONDITIONS ARE REPRESENTATIVE OF A FIELD SURVEY PERFORMED DURING THE FALL OF 2018. 2. EXISTING STAIRS / PILE- SUPPORTED PIER REQUIRE ADJUSTMENT TO ACCOMMODATE THE BULKHEAD INSTALLATION. REPLACE ANY REMOVED COMPONENTS IN THE EXISTING LOCATION 3. ELEVATIONS REFER TO NAVD88. TRANSFER ACCURATE ELEVATION BENCHMARK TO A STABLE POINT PRIOR TO BEGINNING WORK OR DEMOLITION. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 4. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE SITE PLAN OR BY BARGE. 5. ALL TIMBER USED FOR THE BULKHEAD SHALL BE GREENHEART CONSTRUCTION GRADE OR OTHER NATURAL WOOD OR COMPOSITE MATERIAL. CCA TREATED LUMBER IS NOT PERMITTED BY YARMOUTH REGULATIONS 6. SHEATHING AS SPECIFIED ON THE RESPECTIVE PROFILES AND SHALL BE VIBRATED INTO PLACE. JETTING ACTION ONLY TO CLEAR SUBTERRANEAN OBSTRUCTIONS 7. END JOINTS, DRILLED HOLES AND CORNERS SHALL BE LINED WITH A GEOTEXTILE WOVEN FILTER FABRIC WHERE ANY CUTS OR SPECIAL FITTING IS REQUIRED, OR WHERE BUTTED AGAINST ADJACENT SHEETS. 8. ANY DRAIN HOLES, CRACKS OR IMPERFECTIONS IN THE SHEETS SHALL BE BACKED WITH FIXED FILTER CLOTH PRIOR TO BACK FILL. DRAIN HOLES ARE NOT ESSENTIAL. 9. HARDWARE SUCH AS NUTS, BOLTS, WASHERS, ANCHOR TIE RODS, NAILS AND SPIKES SHALL BE HOT -DIP GALVANIZED STEEL. 10. ALL FILL MATERIAL SHALL BE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS, ORGANICS OR FINE SOIL MATERIAL SUCH AS SILT OR CLAY. 11. ALL DEBRIS FROM CONSTRUCTIO / DEMOLITION SHALL BE REMOVED FROM THE SITE VIA THE ACCESS ROUTES INDICATED. UNSUITABLE RUBBLE OR DEBRIS ENCOUNTERED SHALL BE TAKEN OFF THE SITE AND DISPOSED OF IN ACCORDANCE WITH SOLID WASTE HANDLING REGULATIONS.. 12. DISTURBED AREAS LANDWARD OF THE BULKHEAD SHALL BE RESTORED TO A STABLE CONDITION AS EXISTING. REGRADING OF THE PLATEAU IS ADVISED TO FACILITATE SURFACE DRAINING OF OVER -TOPPED TIDE WATER. 13. ALTERATIONS, CHANGES, VARIATIONS FROM THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO DEVIATION FROM THE PLAN SPECIFICATIONS. 14. THIS PLAN HAS BEEN PREPARED FOR ENVIRONMENTAL REVIEW FOR THE BULKHEAD RENOVATIUON ON THREE CONTIGUOUS PROPERTIES. ADDITIONAL CONSTRUCTION TECHNIQUES, HARDWARE AND EQUIPMENT SPECIFICATION IS AVAILABLE THROUGH CAPE COD ENGINEERING, INC. PLEASE REFER TO THE SPECIFIC ORDER OF CONDITIONS FOR THE RESPECTIVE ADDRESS SITES. 15. ADDITIONAL FOUNDATION RE -SUPPORT TASKS ARE REQUIRED AT 15 NORTH COVE LANDING DUE TO THE COINCIDENCE WITH THE PUBLIC NORTH COVE LANDING PROPERTY BOUNDARY. 16. FIBERGLASS MATS SHALL BE PLACED ON THE SALT MARSH AS PROTECTION DURING WORK ACTIVITY PERIODS. 17. THE 32 FT. FOUNDATION SEGMENT TO BE FORTIFIED REPRESENTS 22 % OF THE 146 FT. FOUNDATION PERIMETER. SEE HELICAL PILE AND FOUNDATION REINFORCEMENT DETAILS ON BUILDING PERMIT PLAN. ANNINO.DWG z 0 30 o w z a 20 25 15 FLOOD ZONE VE 15 FLOOD ZONE VE w o o EL.=13L'i y EL.=13 c=n 15 w FLOOD ZONE VE v z 20 FLOOD ZONE AE EL.=12 = REMOVE EXISTING v EL.=13 10 a a BUILDING #15 REGRADE WALL &FOOTING o w BASS RIVER 10 BUILDING #15 10 T.O.F. EL.=6.4± TO DRAIN o w o Y REGRADE TO o o _ 15 FLOOD FLOOD ZONE VE 4' TO 5' BASS RIVER 5 DRAIN OUT m 5 z ¢ BASS ZONE 2 E v EL.=13 16' PROP. T.O.W. _ _ _ _ _ _ _ _ _ _ CAP. EL.=4 CAP. EL.=4 RIVER - 5 - - - ---- EL.=5.5 _ _ v MHW=1.3 WALL & POST ANCHOR ROD 1 ANCHOR ROD 10 TOWN OF YARMOUTF SUPPORTS I 0 0 1'± TOWN LANDING J MHW= 1 EL.I-I7115±I 16'± TI 1St. FLOOR 0 ` ill _ „,,,,,_,,,,,_ _ REMOVE EXIST. I 5 REMOVE SEE PROFILE '��I -••.„ II,11 -5 CONCRETE WALL REPLACE i� 2 MORTAR/STONE DEADMAN' ANCHOR _ -5 REMOVE CONCRETE BLOCK FNDN FOOTING 5 (SEE DETAIL) PILE & WALL BOTTOM OF 0 WALL _ (SEE DETAIL) I .� DEPTH NOT KNOWN PILE & -10 SHEET BOTTOM -10 PILE & SHEET EL.= -10 I SHEET TOE EL.= -10 PUSH PILE NOT SHOWN -10 EL.= -11 -5 -15 -15 0 10 20 30 40 50 60 0 10 20 30 0 10 20 30 0 10 20 30 PROFILE A -A PROFILE B -B PROFILE C -C PROFILE D -D 1"=10' 1"=10' 1"=10' 1"=10' NOTES 1. TOPOGRAPHIC / HYDROGRAPHIC CONDITIONS ARE REPRESENTATIVE OF A FIELD SURVEY PERFORMED DURING THE FALL OF 2018. 2. EXISTING STAIRS / PILE- SUPPORTED PIER REQUIRE ADJUSTMENT TO ACCOMMODATE THE BULKHEAD INSTALLATION. REPLACE ANY REMOVED COMPONENTS IN THE EXISTING LOCATION 3. ELEVATIONS REFER TO NAVD88. TRANSFER ACCURATE ELEVATION BENCHMARK TO A STABLE POINT PRIOR TO BEGINNING WORK OR DEMOLITION. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 4. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE SITE PLAN OR BY BARGE. 5. ALL TIMBER USED FOR THE BULKHEAD SHALL BE GREENHEART CONSTRUCTION GRADE OR OTHER NATURAL WOOD OR COMPOSITE MATERIAL. CCA TREATED LUMBER IS NOT PERMITTED BY YARMOUTH REGULATIONS 6. SHEATHING AS SPECIFIED ON THE RESPECTIVE PROFILES AND SHALL BE VIBRATED INTO PLACE. JETTING ACTION ONLY TO CLEAR SUBTERRANEAN OBSTRUCTIONS 7. END JOINTS, DRILLED HOLES AND CORNERS SHALL BE LINED WITH A GEOTEXTILE WOVEN FILTER FABRIC WHERE ANY CUTS OR SPECIAL FITTING IS REQUIRED, OR WHERE BUTTED AGAINST ADJACENT SHEETS. 8. ANY DRAIN HOLES, CRACKS OR IMPERFECTIONS IN THE SHEETS SHALL BE BACKED WITH FIXED FILTER CLOTH PRIOR TO BACK FILL. DRAIN HOLES ARE NOT ESSENTIAL. 9. HARDWARE SUCH AS NUTS, BOLTS, WASHERS, ANCHOR TIE RODS, NAILS AND SPIKES SHALL BE HOT -DIP GALVANIZED STEEL. 10. ALL FILL MATERIAL SHALL BE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS, ORGANICS OR FINE SOIL MATERIAL SUCH AS SILT OR CLAY. 11. ALL DEBRIS FROM CONSTRUCTIO / DEMOLITION SHALL BE REMOVED FROM THE SITE VIA THE ACCESS ROUTES INDICATED. UNSUITABLE RUBBLE OR DEBRIS ENCOUNTERED SHALL BE TAKEN OFF THE SITE AND DISPOSED OF IN ACCORDANCE WITH SOLID WASTE HANDLING REGULATIONS.. 12. DISTURBED AREAS LANDWARD OF THE BULKHEAD SHALL BE RESTORED TO A STABLE CONDITION AS EXISTING. REGRADING OF THE PLATEAU IS ADVISED TO FACILITATE SURFACE DRAINING OF OVER -TOPPED TIDE WATER. 13. ALTERATIONS, CHANGES, VARIATIONS FROM THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO DEVIATION FROM THE PLAN SPECIFICATIONS. 14. THIS PLAN HAS BEEN PREPARED FOR ENVIRONMENTAL REVIEW FOR THE BULKHEAD RENOVATIUON ON THREE CONTIGUOUS PROPERTIES. ADDITIONAL CONSTRUCTION TECHNIQUES, HARDWARE AND EQUIPMENT SPECIFICATION IS AVAILABLE THROUGH CAPE COD ENGINEERING, INC. PLEASE REFER TO THE SPECIFIC ORDER OF CONDITIONS FOR THE RESPECTIVE ADDRESS SITES. 15. ADDITIONAL FOUNDATION RE -SUPPORT TASKS ARE REQUIRED AT 15 NORTH COVE LANDING DUE TO THE COINCIDENCE WITH THE PUBLIC NORTH COVE LANDING PROPERTY BOUNDARY. 16. FIBERGLASS MATS SHALL BE PLACED ON THE SALT MARSH AS PROTECTION DURING WORK ACTIVITY PERIODS. 17. THE 32 FT. FOUNDATION SEGMENT TO BE FORTIFIED REPRESENTS 22 % OF THE 146 FT. FOUNDATION PERIMETER. SEE HELICAL PILE AND FOUNDATION REINFORCEMENT DETAILS ON BUILDING PERMIT PLAN. ANNINO.DWG