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Home My WebLink About83-1913 - Site PlanDATUM NOTE. - MOORING N I BALL ° I I BUOY p ELEVATIONS SHOWN HEREON AREBASED o' ON THE MEAN LOW WATER DATUM (MLW) lam' 1 BUOY o IROUTE 28 Ii' 0 I n I s ° � {- S 50' 14' 40.• E 22Tf l i BENCHMAR-: -� " PROPOSED 4' 4 SNoeE DR TOP OF CONCRETE BOUND ; WIDE PIER b LOCUST ELEV." = 12.61 (MLW) 1 3 I 69` PROPOSED 4, I Q I P PROPOSED g o M m I YARMOUTH. MA I NANTUCKET SOUND WIDE WALKcq W9�D_ h I m PIER SEGMENTI I / KEY MAI' Q \o ' I NO SCALE 5_I SED DEWATERING 3z�6oRAM �a STE SI DEPRESSION EXSTNG ' I I I GENERAL NOTES Cl?� _ 4 A _ A STONES XXS11M1'G PA Try 1 o r ! W/ RING I Dot;' i 1. LOT LPiE AND TOPOGRAPHIC DATA OBTALNED BY 1 SCHOFIELD BROTHERS OF CAPE COD, ORLEANS, MA si N ( 8" I PROPOSED SILTATION L ' /MOORING BENCHMARK AND HYDROGRAPHIC ELEVATION RELATIONSHIP DATA DETERMINED AND PROVIDED BY CAPE fR I CURTAIN TO BE BALL COD ENGINEERING, INC: DEPLOYED DURING W, / I� PROPOSED J DREDGING WORK D-005 2. ELEVATIONS REFER TO MLW=0.0. THE MEANTIDERANGE / i m DREDGE AREA j I MOORING 1 IN BASS RIVER IS TAKEN AS 2.8 FT. WITH MHW ELEVATION BALLo / f RELATIVE TO NGVD DETERMINED BY THE MEAN TIDE LEVEL N 50' w l METHOD. FOR ADDITIONAL BENCHMARK INFORMATION. I4. 40" W 259'f l� 1 j o I 3. CONSTRUCTION ACCESS SHALL BE PRIMARTLY BY THE RIVER WITH LIMITED ACCESS DIRECTLY THROUGH THE L' PIPE ; BUOY : I ; PROPERTY. " j ? ' 4. EXCAVATION SHALL BEE LIMITED TO THAT NECESSARY FOR PUBG INSTALLATIONAND THE LIMITED DREDGING WORK ( SEE DREDGING NOTES) _ 5. WHERE NAVIGABLE WATER PERMTTS, PILINGS SHALL BE e i HAMMER DRIVEN. MI)T:MUM PILING EMBEDMENT DEPTH iw W SHALL BE 12 Ff. I o 6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE OF / HOT DR GALVANIZED STEEL OR EQUAL. (�) 7. ALL TIMBER USED SHALL BE CONSISTENT WITH YARMOLTH PLAN, m I CONSERVATION COMAIISSION REQUIRE',HF29S: NON -CCA o. / ,I o Q VON--LTREAEACHING NATURAL MATETOS D OR COMPOSITE, 30 15 0 30 90 / MOORING I I 8. SEE TYPICAL DETAHSFOR GENERAL FRAMING BALL "o - , REQUIREMENTS. 10 Uf -10 _ 1 inch 30 ft z o nx -COASTAL BANK PROPOSED WALKWAY PROPOSED PIER o 13% SLOPE IN BASS RIVER - (2) 10' ANCHOR PILES _ " - DECK WIDTH 0 6' FOR 8' L PROPOSED ASSESSORS MAP 43, PARCEL 37 5 STAIRS FOR PUBLIC THP.0 PASSAGE 8' _ / 3'x16' RAMP 0 o f/ E 77 - IF DECK] _ PROPOSED N - •y 4L ROBERT M. PERRY, P.E. , 8'x24' FLOAT m 0 5 10 e/Ci,4 - 12' (TYP) 30 PROFILE A -A DEWATERING BASIN MHW=2.8 I, 8* POSTS MLW=0.0 I DECK ELEV• TO BE 4 FT. ABOVE SALT' MARSH GRASSES TO MA i GROUND ELEV.=3.3. 1I0` DIA: Nz PILE BENT A—A P- ROPOSED DREDGE[ROC'LL V SECTION (50 C.Y.) j CLEAN SAND 1 20 30 40 50 60 .70 80 90 •100 - 110 120 3,w S11dNCEPS 2•.4• ./ 2,A, RAR CAP -- . 4'x4• RAIL POST Yxe' ee,4 ,10' DIA. PILING 2'x4' ./ 2x6' RAL CAF i . TYPICAL PIER FRAME DETAILS (NO SCALE) ' 9. DECK PLANK SPACING SHALL BEA MINIMUM OF'/, INCH. DREDGING NOTES 10. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE 1. DREDGING WORK INVOLVES REMOVAL OF APPROXIMATELY 50 C.Y. OF SAND MATERIAL STORED OR DISCARDED ON THE BANK OR BEACH. THE 2. ACCESS ACTIVITY FOR DREDGING AND RELATED SAND TRANSPORT SHALL BE BY BARGE BEACH AND BUFFER ZONE SHALL BE COW. LETELY - BASED EXCAVATOR AND A SUITABLE DEWATERING CONTAINMENT BARGE OR VIA AN CLEARED OF ANY DEBRIS ON A DAILY BASIS. UPLAND PATH THROUGH THE SUBJECT PROPERTY AND A LIMITED WORK AREA ON THE 11. RAMP AND FLOAT REMOVAL SHALL BE AT A SUfTABLE BEACH OFFSITE LOCATION. THE FLOAT SHALL NOT BE STORED 3. A WORK LDUT SHALL BE CONSTRUCTED OF TRENCHED LN STAKED FABRIC SELT FENCE ANYWHERE WITHIN THE RESOURCE AREAS OR THE BUFFER TO LIMIT THE ACCESS AND WORK AREA. ZONE ON THE PROPERTY. 4. THE ABOVE WORK ACTIVITY LIMIT SHALL BE DETERMINED, LAYED OUT AND REVIEWED 12. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS WITH THE DREDGING CONTRACTOR PRIOR TO INITIATING THE PROJECT ACTIVITY. PROJECT BY THE YARMOUTH CONSERVATION COMMISSION 5, DREDGED MATERIAL SHALL BE PLACED IN SMALL (5 TO 10 C.Y.) QUAN'TTTLFS AND AND OTHER AGENCIES FOR CONSTRUCTION SCHEDULE AND ALLOWED TO DEWATER TO BELOW SATURATION PRIOR TO, TRANSPORT OFF SITE, NO ADDMONAL PROCEDLRES AND GUIDELINES. ADDITIONAL GROUND DISTURBANCE SHALL RESULT EXCEPT IN THE AREAS PROPOSED FOR DREDGING, DREDGLNG ACCESS, MATERIAL TRANSPORT AND DEWATERING. 6. FOLLOW ADDITIONAL GUIDELINES INCLUDED IN THE TOWN OF YARMOUTH CONSERVATION COMMISSION ORDER OF CONDITIONS, AND OTHER AUTHORIZATIONS CONDITIONING THE WORK ACTIVITY 7. AT COMPLETION, THE WORK AREA, ACCESS AREA AND BEACH BERM SHALL BE LEFT IN A UNIFORM, VEGETATED CONDITION RESEMBLING THE PRECONSTRUCITON CONDITIONS. z o nx -COASTAL BANK 2'x4 YIDRAIL APPROX. 9 C.Y. o 13% SLOPE IN BASS RIVER STORAGE z - PLANK SPACINING —G MIN. °I4 IN Yx6' DECK.RM-- ASSESSORS MAP 43, PARCEL 37 5 (3) Yx8- SIR RS - - 0 o Yx8' SPOT CAP m JANUARY 05, 2012 SCALE - AS NOTED r ns. PREPARED BY i . TYPICAL PIER FRAME DETAILS (NO SCALE) ' 9. DECK PLANK SPACING SHALL BEA MINIMUM OF'/, INCH. DREDGING NOTES 10. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT BE 1. DREDGING WORK INVOLVES REMOVAL OF APPROXIMATELY 50 C.Y. OF SAND MATERIAL STORED OR DISCARDED ON THE BANK OR BEACH. THE 2. ACCESS ACTIVITY FOR DREDGING AND RELATED SAND TRANSPORT SHALL BE BY BARGE BEACH AND BUFFER ZONE SHALL BE COW. LETELY - BASED EXCAVATOR AND A SUITABLE DEWATERING CONTAINMENT BARGE OR VIA AN CLEARED OF ANY DEBRIS ON A DAILY BASIS. UPLAND PATH THROUGH THE SUBJECT PROPERTY AND A LIMITED WORK AREA ON THE 11. RAMP AND FLOAT REMOVAL SHALL BE AT A SUfTABLE BEACH OFFSITE LOCATION. THE FLOAT SHALL NOT BE STORED 3. A WORK LDUT SHALL BE CONSTRUCTED OF TRENCHED LN STAKED FABRIC SELT FENCE ANYWHERE WITHIN THE RESOURCE AREAS OR THE BUFFER TO LIMIT THE ACCESS AND WORK AREA. ZONE ON THE PROPERTY. 4. THE ABOVE WORK ACTIVITY LIMIT SHALL BE DETERMINED, LAYED OUT AND REVIEWED 12. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS WITH THE DREDGING CONTRACTOR PRIOR TO INITIATING THE PROJECT ACTIVITY. PROJECT BY THE YARMOUTH CONSERVATION COMMISSION 5, DREDGED MATERIAL SHALL BE PLACED IN SMALL (5 TO 10 C.Y.) QUAN'TTTLFS AND AND OTHER AGENCIES FOR CONSTRUCTION SCHEDULE AND ALLOWED TO DEWATER TO BELOW SATURATION PRIOR TO, TRANSPORT OFF SITE, NO ADDMONAL PROCEDLRES AND GUIDELINES. ADDITIONAL GROUND DISTURBANCE SHALL RESULT EXCEPT IN THE AREAS PROPOSED FOR DREDGING, DREDGLNG ACCESS, MATERIAL TRANSPORT AND DEWATERING. 6. FOLLOW ADDITIONAL GUIDELINES INCLUDED IN THE TOWN OF YARMOUTH CONSERVATION COMMISSION ORDER OF CONDITIONS, AND OTHER AUTHORIZATIONS CONDITIONING THE WORK ACTIVITY 7. AT COMPLETION, THE WORK AREA, ACCESS AREA AND BEACH BERM SHALL BE LEFT IN A UNIFORM, VEGETATED CONDITION RESEMBLING THE PRECONSTRUCITON CONDITIONS. z o nx -COASTAL BANK F APPROX. 9 C.Y. o 13% SLOPE IN BASS RIVER STORAGE z 66 RIVER STREET SOUTH YARMOUTH, MA ASSESSORS MAP 43, PARCEL 37 5 ( DREDGED 0 o MATERIAL m JANUARY 05, 2012 SCALE - AS NOTED r ns. PREPARED BY BEACH •y 4L ROBERT M. PERRY, P.E. , P.O. BOX 1517 0 5 10 15 20 25 30 PROFILE A -A DEWATERING BASIN 1 - 5 I PLAN SHOWING PROPOSED PILE SUPPORTED PIER WITH RAMP AND PILE HELD FLOAT WITH DREDGING IN BASS RIVER AT 66 RIVER STREET SOUTH YARMOUTH, MA ASSESSORS MAP 43, PARCEL 37 PREPARED FOR JEFF CHIZMAS m JANUARY 05, 2012 SCALE - AS NOTED r ns. PREPARED BY e r CAPE COD ENGINEERING, INC. •y 4L ROBERT M. PERRY, P.E. , P.O. BOX 1517 #AL ^ 0\ EAST DENNIS, MA 02641 CHIZMAS PIER.DWG `n> �� 508-385-1445