The URL can be used to link to this page

Home My WebLink About83-1833 - Site Planm{ I;i;-.�Q, 0N �jS-r►N�'t i 6' z a WALE 1Gi PILING CORNER DETAIL -UO GCA Li= - 3„ p1A..iR�cK� wosHtiR. w� >�TH �cND 16-1z, Dtn, . Dl;,0,0 - JVA.W PIUN4 -FLASH Pilyz CA7 AS or_SlaEQ 2"x to owl cs5,P Ei-sv: 6.S `coUN7r- Z -SINK TIE-oACj.4 IF DEs1{ a I'DID.•TIE BC�GK �� \wEs Max• {a' LGNy %W ffv=; Geo 1.AHSdL• 2 • B Iif "t _ G1RV.olis 3"x 10 T4 Q — ,sH EA -R -1I NGI I2 FI Lowes "TSZIM AS REcV D. BULK t-1 E/ -\V S�,M[-NT E—__-- sc.�.E : 1 1►4. � 4 'Fri-• 1� Inlay IO Dw- PILING'G' 1� CONSTRUCTION NOTES ELEVATIONS REFER TO MEAN LOW WATER FOR Z BENCHMARK USE THE TOP OF THE EXISTING BULKHEAD PORTION Co. EL o S. TRANSFER TO A STABLE POINT PRIOR TO REMOVAL OF OLD BULKHEAD. CONTACTCAPE COD 0 ENGINEERING, INC. FOR ADDITIONAL ELEVATION 12 INFORMATION AS NEEDED. N 2. LOCUS. YARMOUTH ASSESSORS' MAP 43, PARCEL 43 3. TOPOGRAPHIC DATA IS THE RESULT OF A SURVEY PERFORMED DURING DECEMBER 2007. S 4. THE EXISTING BULKHEAD, STAIRS AND PIER ARE CURRENTLY LICENSED FOR MAINTENANCE BY MASS. DEP WATERWAYS LICENCE NO, 4451, ISSUED MAY 5,1995, RECORDED MAY 25, 1"5 AT THE BARNSTABLE COUNTY 1C' REGISTRY OF DEEDS. �•� ( 1 _'� , �I��3--. �' 1 5 CONSTRUCFION ACCESS SHALL BE VIA THE ACCESS 1 1 { 1 ROUTE SHOWN ON THE SITE PLAN AND VIA THE RIVER. } { { 1 M ! I W 6. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE TIMBER I - 4 .1 AG'fi�►G1 ALLTIMBE 1 � �I,1(-(ZEsiL' T. ALL TIMBER USED FOR THE BULKHEAD SHALL BE 5� SOUTHERN YELLOW PINE, CONSTRUCTION GRADE„ X S ri s ~GM�N pLL TREATED WITH C.C.A. TO A RETENTION OF 2.5 LBSJ C.F.; \, $L}t ►�N�'D� �,7 / J) COMPOSITE OR HIGH STRENGTH PVC IS PERMITTED UPON OF SPECIFIC SHEET SECCION TOPOGRAPHIC PLAN ENGINEERS REVIEW 'PROPERTIES SHOWING l 6 p S. AT A MINIMUM, THE ENDS AND CORNERS SHALL BE LINED WITH A GEOTEXTILE WOVEN FILTER FABRIC WHERE PROPOSED MLW �'p A TONGUE AND GROOVE SHEETS CAN NOT MEET, WHERE BULKHEAD SEGMENT REPLACEMENT b: • BUTTED AGAINST ADJACENT SHEETS IF POSSIBLE FILTER FABRIC NvTLL BE BENEFICIAL AT ALL POSSIBLE LOCATIONS BEHIND THE BULKHEAD. PROVIDE FABRIC AT {rte s l 'FOR APPROX.3 Fr. IN EACH DIRECTION FRO.M THE 96 RIVER STREET, SOUTH YARMOUTH, MA CORNERS: COMPACT BACKFILLAS IT IS PLACED. 9. HARDWARE SUCH AS NUTS, BOLTS, WASHERS, ANCHOR TIE RODS, NAHS AND SPIKES SHALL BE HOT -DIP GALVANIZED GJGj �, 10. ALL FILL MATERIAL SHALL BE OF CLEAN COMPOSITION, JANUARY 219 2008 SCALE - AS NOTED FREE OF ANY DEBRIS, ORGANICS OR FINE SOH. MATERIAL PREPARED BY �T SUCH AS SILT OR CLAY. nC7� 11. ALL DEBRIS FROM CONSTRUCTION SHALL BE REMOVED CAPE COD ENGINEERING, INC. F1- FR01I THE SITE. UNS[TI'ABLE RUBBLE OR DEBRIS ROBERT M. PERRY, P.E. l ENCOTJNTERED SHALL BE TAKEN OFF THE SITE. 1`M P.O. BOX 1$17 12. DISTURBED AREAS ABOVE THE BULKHEAD SHALL. BE `� ROBERT RESTORED TO A STABLE CONDITION AS EXISTING WITH ;a !A EAST DENNIS, MA 026Il SUITABLE VEGETATIVE COVER-- AMERICAN BEACH GRASS, ; vRY $0$-3$$-144$ - N v 1 E W BAYBERRY AND RUGOSA ROSES. x�f 3AL - P s _1 0N �jS-r►N�'t i 6' z a WALE 1Gi PILING CORNER DETAIL -UO GCA Li= - 3„ p1A..iR�cK� wosHtiR. w� >�TH �cND 16-1z, Dtn, . Dl;,0,0 - JVA.W PIUN4 -FLASH Pilyz CA7 AS or_SlaEQ 2"x to owl cs5,P Ei-sv: 6.S `coUN7r- Z -SINK TIE-oACj.4 IF DEs1{ a I'DID.•TIE BC�GK �� \wEs Max• {a' LGNy %W ffv=; Geo 1.AHSdL• 2 • B Iif "t _ G1RV.olis 3"x 10 T4 Q — ,sH EA -R -1I NGI I2 FI Lowes "TSZIM AS REcV D. BULK t-1 E/ -\V S�,M[-NT E—__-- sc.�.E : 1 1►4. � 4 'Fri-• 1� Inlay IO Dw- PILING'G' 1� CONSTRUCTION NOTES ELEVATIONS REFER TO MEAN LOW WATER FOR Z BENCHMARK USE THE TOP OF THE EXISTING BULKHEAD PORTION Co. EL o S. TRANSFER TO A STABLE POINT PRIOR TO REMOVAL OF OLD BULKHEAD. CONTACTCAPE COD 0 ENGINEERING, INC. FOR ADDITIONAL ELEVATION 12 INFORMATION AS NEEDED. N 2. LOCUS. YARMOUTH ASSESSORS' MAP 43, PARCEL 43 3. TOPOGRAPHIC DATA IS THE RESULT OF A SURVEY PERFORMED DURING DECEMBER 2007. S 4. THE EXISTING BULKHEAD, STAIRS AND PIER ARE CURRENTLY LICENSED FOR MAINTENANCE BY MASS. DEP WATERWAYS LICENCE NO, 4451, ISSUED MAY 5,1995, RECORDED MAY 25, 1"5 AT THE BARNSTABLE COUNTY 1C' REGISTRY OF DEEDS. �•� ( 1 _'� , �I��3--. �' 1 5 CONSTRUCFION ACCESS SHALL BE VIA THE ACCESS 1 1 { 1 ROUTE SHOWN ON THE SITE PLAN AND VIA THE RIVER. } { { 1 M ! I W 6. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE TIMBER I - 4 .1 AG'fi�►G1 ALLTIMBE 1 � �I,1(-(ZEsiL' T. ALL TIMBER USED FOR THE BULKHEAD SHALL BE 5� SOUTHERN YELLOW PINE, CONSTRUCTION GRADE„ X S ri s ~GM�N pLL TREATED WITH C.C.A. TO A RETENTION OF 2.5 LBSJ C.F.; \, $L}t ►�N�'D� �,7 / J) COMPOSITE OR HIGH STRENGTH PVC IS PERMITTED UPON OF SPECIFIC SHEET SECCION TOPOGRAPHIC PLAN ENGINEERS REVIEW 'PROPERTIES SHOWING l 6 p S. AT A MINIMUM, THE ENDS AND CORNERS SHALL BE LINED WITH A GEOTEXTILE WOVEN FILTER FABRIC WHERE PROPOSED MLW �'p A TONGUE AND GROOVE SHEETS CAN NOT MEET, WHERE BULKHEAD SEGMENT REPLACEMENT b: • BUTTED AGAINST ADJACENT SHEETS IF POSSIBLE FILTER FABRIC NvTLL BE BENEFICIAL AT ALL POSSIBLE LOCATIONS BEHIND THE BULKHEAD. PROVIDE FABRIC AT {rte s l 'FOR APPROX.3 Fr. IN EACH DIRECTION FRO.M THE 96 RIVER STREET, SOUTH YARMOUTH, MA CORNERS: COMPACT BACKFILLAS IT IS PLACED. 9. HARDWARE SUCH AS NUTS, BOLTS, WASHERS, ANCHOR TIE RODS, NAHS AND SPIKES SHALL BE HOT -DIP GALVANIZED GJGj �, 10. ALL FILL MATERIAL SHALL BE OF CLEAN COMPOSITION, JANUARY 219 2008 SCALE - AS NOTED FREE OF ANY DEBRIS, ORGANICS OR FINE SOH. MATERIAL PREPARED BY �T SUCH AS SILT OR CLAY. nC7� 11. ALL DEBRIS FROM CONSTRUCTION SHALL BE REMOVED CAPE COD ENGINEERING, INC. F1- FR01I THE SITE. UNS[TI'ABLE RUBBLE OR DEBRIS ROBERT M. PERRY, P.E. l ENCOTJNTERED SHALL BE TAKEN OFF THE SITE. 1`M P.O. BOX 1$17 12. DISTURBED AREAS ABOVE THE BULKHEAD SHALL. BE `� ROBERT RESTORED TO A STABLE CONDITION AS EXISTING WITH ;a !A EAST DENNIS, MA 026Il SUITABLE VEGETATIVE COVER-- AMERICAN BEACH GRASS, ; vRY $0$-3$$-144$ - N v 1 E W BAYBERRY AND RUGOSA ROSES. x�f 3AL -