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Home My WebLink AboutProposed Plan 10/10/15N S EXISTING DOCK DEP LICENSE NO. 12244 [5-UACHMARK: TOP OF IRON PIPE \\ - ELEV. 4.35(MLW i N/F ROGERS DANIEL J ROGERS JUSTINE A 110 GRAFTON STREET MILLBURY, MA 01527 MAP 101 LOT 172 PROPOSED GRADING EXTEND STEPS TO INCREASE RUN WIDTH TO 10„ MIN. • (40 Oc X RO EXISTING DOCK DEP LICENSE NO. \\ SHELLFISH SURVEY GRID r` SITE PLAN (EXISTING) 15 1 9 15 30 60 SCALE: 1"=30' 11, RED BUOY 38a Do M O Ix \\o r Ix w 0 em X33; _ -zl\ '' GREEN BUOY 39 9- PREVIOUS LOCATION) r4 152' T p u�EN eRNo 4pD•ar, 1 95 N/F EXISTING DOC '€SLUE ROCK LANDING DEP LICENSE ASSOC. INC. N0. 4095 C/O GERARD DALY 8 MONTEREY LN SOUTH YARMOUTH, MA 02664 MAP 102 LOT 011 100' OFFSET FROM MHW A)(R�RFP.ONT PROPOSED 2' RETANING WALL; LOCATE 2' LANDVARD OF COASTAL BANK AN) PROVIDE 2 A 2' WIDE BUFFER STRIP FLOOD ZONE AE EL. 11' NAVD88 (12.9' MLW) - .._..-_.. KAYAK STORAGE BRACING (2 TYP, EACH SIDE) PATENS -T MARSH GRASSES CM, ! $UPAORxS M - AND STEPS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH M W EL 0-- - THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION �yPRR ON N� AGF \ - AUTHORITIES. 2'x8 FAT pPINE RO BENT - 4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS p p PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME INRN4p MOORING d CONTACT WITH THE MARSH. N NK 0 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE EXISTING N NIGN0P R ' MARSH, WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S E N PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT W USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUTPROP o - DURING PERIODS OF LOW TIDE. S Ln PROP �ARMSO pR KAyAK 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT STORAGE CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM TYARMOUTH, MA PROVED HE WORKING KEY M A P GRgyELp TH P s / ` BARGE WHERE POSSIBLE. WHERE NECESSARY, PILES CAN BE INITIALLY JETTED INTO PLACE TO SET THE PILE, WITH THE --REMAINDER OF THE PILE BEING MECHANICALLY DRIVEN OR AUGERED. ANY EXCESS MATERIAL FROM JETTING SHALL BE 1" = 800' SH 'TtON REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION. A CERTIFIED AS BUILT IS REQUIRI 1 �, <; r'^ " 7. PLYWOOD MAY BE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING CONSTRUCTION, BUT SHALL BE REMOVED AT THE g /BUFFERGED _ __ r - ` ,` END OF EACH WORK DAY. LEGENUEFORE FINAL IN O �` 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL 8E RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK EDGE OF MARSH SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. MHW MEAN HIGH WATER 9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS ^-^ AND CONDITIONS. F� MLw MEAN LOW WATER ?e �` TOP pF 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH -- Aiid �`• , - COASTAL ggNK CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. -- 2----- ELEVATION CONTOUR }- Ali ��FgFl 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE GREENHEART OR OTHER PROPERTY LINE ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED FOR; IM LIMIT OF WORK/ACCESS WALKWAY PLAN (PROPOSED) STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ��, SALT MARSH 10 5 Q 10 20 40 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONTSPARIINA ALTERNlFLORA SCALE: 1"=20' CONSULTING. Ir 2"x6" RAILING CAP 4"x4" POST BOLTED / THROUGH YOKES AND JOISTS (TYP) /4"x10" STRINGERS (3 TOTAL, TYP OR (6) 2"X10') 3/4" THROUGH -BOLTS (TYP) -3"x10" YOKE; (2) TYP. __-3"x8" CROSS BRACING, (TYP) - 3/4" THROUGH BOLT WITH DOCK WASHERS (TYP) 10"-12" GREENHEART PILES (INSTALL BUTT END DOWN, TYP) INSTALL SCREW ANCHOR AT LAST BENT TO PREVENT ICE UPLIFT SECTION B -B ELEVATION DETAIL SCALE: 1"=2' WOODY SiRUBS UPLAND GRASSES -� PATENS 9,FF i �tTiil's �il" 'SP�e�a2 FG:.�Tl'� .ak�Zti0FM9S,�f CONSTRUCTION NOTES: LAWN VEGETATED BUFFER SALT MARSH �fDB�SSR,�R 15. THE TOP 1 -FOOT OF THE ANCHOR PILES SHALL BE PAINTED WHITE FOR VISIBILITY. 6 ,- -,2410 1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION UNDER OCEAN -- ► DATE: •- S� O1 _.- Opp SZ 0 G'REEEN X39 MHW (RNERFRONT AREA) FLOAT EXTENDS INFORMATION AS NEEDED. BEYOND MHW �a LOCUS -PROPOSED - 3,x2b' ? ' O # BUOY y 3 _ - 2. CONSTRUCTION ON ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S DRAIN FILL 1. RECORD OWNER: 2"x6" RAILING -- - 1 �ENFIID, 7Y?M LUNDSTEN E, HANS - --- _ - - 40 BOW STREET - - MC _CO RAMP-_ T C - 1 PROPERTY. Q SCALE: 1'=10' �-- - - . Al rc,,.. -- 1 T OFMMOE L.C. CERTIFICATE #205605 PROI'OSE0. FLO'` STRONGARM 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY RAMP FLOAT 2"x4" RAILING qir �S PATENS -T MARSH GRASSES CM, ! $UPAORxS M - AND STEPS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH M W EL 0-- - THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION �yPRR ON N� AGF \ - AUTHORITIES. 2'x8 FAT pPINE RO BENT - 4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS p p PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME INRN4p MOORING d CONTACT WITH THE MARSH. N NK 0 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE EXISTING N NIGN0P R ' MARSH, WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S E N PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT W USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUTPROP o - DURING PERIODS OF LOW TIDE. S Ln PROP �ARMSO pR KAyAK 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT STORAGE CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM TYARMOUTH, MA PROVED HE WORKING KEY M A P GRgyELp TH P s / ` BARGE WHERE POSSIBLE. WHERE NECESSARY, PILES CAN BE INITIALLY JETTED INTO PLACE TO SET THE PILE, WITH THE --REMAINDER OF THE PILE BEING MECHANICALLY DRIVEN OR AUGERED. ANY EXCESS MATERIAL FROM JETTING SHALL BE 1" = 800' SH 'TtON REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION. A CERTIFIED AS BUILT IS REQUIRI 1 �, <; r'^ " 7. PLYWOOD MAY BE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING CONSTRUCTION, BUT SHALL BE REMOVED AT THE g /BUFFERGED _ __ r - ` ,` END OF EACH WORK DAY. LEGENUEFORE FINAL IN O �` 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL 8E RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK EDGE OF MARSH SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. MHW MEAN HIGH WATER 9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS ^-^ AND CONDITIONS. F� MLw MEAN LOW WATER ?e �` TOP pF 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH -- Aiid �`• , - COASTAL ggNK CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. -- 2----- ELEVATION CONTOUR }- Ali ��FgFl 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE GREENHEART OR OTHER PROPERTY LINE ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED FOR; IM LIMIT OF WORK/ACCESS WALKWAY PLAN (PROPOSED) STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ��, SALT MARSH 10 5 Q 10 20 40 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONTSPARIINA ALTERNlFLORA SCALE: 1"=20' CONSULTING. Ir 2"x6" RAILING CAP 4"x4" POST BOLTED / THROUGH YOKES AND JOISTS (TYP) /4"x10" STRINGERS (3 TOTAL, TYP OR (6) 2"X10') 3/4" THROUGH -BOLTS (TYP) -3"x10" YOKE; (2) TYP. __-3"x8" CROSS BRACING, (TYP) - 3/4" THROUGH BOLT WITH DOCK WASHERS (TYP) 10"-12" GREENHEART PILES (INSTALL BUTT END DOWN, TYP) INSTALL SCREW ANCHOR AT LAST BENT TO PREVENT ICE UPLIFT SECTION B -B ELEVATION DETAIL SCALE: 1"=2' 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE INCLUDED WITH THESE SPECIFICATIONS WOODY SiRUBS UPLAND GRASSES -� PATENS 9,FF i �tTiil's �il" 'SP�e�a2 FG:.�Tl'� .ak�Zti0FM9S,�f ALTERNIFLORA LAWN VEGETATED BUFFER SALT MARSH z ANCE. ERRORS OR C MISSIONS DO NOT RELIEVE THE 8 15. THE TOP 1 -FOOT OF THE ANCHOR PILES SHALL BE PAINTED WHITE FOR VISIBILITY. COASTAL BANK LSCSF COASTAL BEACH-CLWLAND COMPLIANCE. UNDER OCEAN -- ► DATE: •- S� O1 a\? J"` s 'ORAL =O 0 100' OFFSET FROM MHW (RNERFRONT AREA) FLOAT EXTENDS 56'f BEYOND MHW IP n MHW=2.1' REN URM13 SOIL CMWPA= DR PAMPAL SURVEY NOTES: I 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE INCLUDED WITH THESE SPECIFICATIONS AND REMAIN IN FORCE UNTIL THE PROJECT IS COMPLETED. 9,FF i �tTiil's �il" 'SP�e�a2 FG:.�Tl'� .ak�Zti0FM9S,�f 14. THE RAMP AND FLOAT SHALL NOT BE STORED IN THE MARSH. REVIEWED FOR BUILDING AND ZONING CODE COMPLI- r EDWIN � _.. _�,__. T ._ ..._ z ANCE. ERRORS OR C MISSIONS DO NOT RELIEVE THE 8 15. THE TOP 1 -FOOT OF THE ANCHOR PILES SHALL BE PAINTED WHITE FOR VISIBILITY. GLE APPLICANT FROM THE RESPONSIBILITY OF'AS BUILT' v a+ •� _ e------ COMPLIANCE. N N Ln � DATE: •- S� O1 a\? J"` s 'ORAL N 10P LENGTH _ BUILDING OFFICIAL H- .- H- tCl FILE COPY O COMPAGIHD O REN URM13 SOIL CMWPA= DR PAMPAL SURVEY NOTES: I 12" MIN, REMNED SOIL (508) 280-8046 DRAIN FILL 1. RECORD OWNER: 2"x6" RAILING -- - 1 �ENFIID, 7Y?M LUNDSTEN E, HANS - --- _ - - 40 BOW STREET 4 5 '° ?° CAP TYP - EAST GREENWICH, RI. 02818 SCALE: 1'=10' " - OFMMOE L.C. CERTIFICATE #205605 2"x4" RAILING ODULDTION PIPE L.C. PLAN: 28477-B TYP WIN 2. PROPERTY IS SHOWN AS LOT 173 ASSESSOR'S MAP 101 RCCREATE AND LIES WITHIN ZONE R-40 AND OUTSIDE OF THE AQUIFER 5/8" THROUGH 2"x6" DECKING W/ V PhD a °FWN PROTECTION DISTRICT PER TOWN OF YARMOUTH ON LINE BOLT TYP SPACING; OVERLAP 1" (TYP) TYPICAL RETAINING WALL ELEVATION DETAIL (NTC ZONING MAP LAST REVISED 4/8/2014. 4"x10" STRINGERS 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A ENr Pua�, EVREL; FIELD SURVEY CONDUCTED BY EXISTING GRADE, INC. IN JULY FxONr - nD sErECK FFAs = 5/a� serexat 2015 AND COMPILED FROM PLANS ON RECORD, RECORDED AT 3"x10" YOKE; 3/4" THROUGH THE BARNSTABLE COUNTY REGISTRY OF DEEDS LAND COURT (2) TYP. BOLT WITH DOCK PLANS: 28477-B. WASHERS (TYP) t 4. ORIGIN OF BEARINGS IS LAND COURT PLAN 28477-B. r. --3"x8" CROSS DwaRacE staNE � �� BRACING, (TYP) uar FILL y i � •,� 5. PARCEL APPEARS TO LIE WITHIN THE AE (EL.=11' 10"-12" GREENHEART ., NAVD88) AND X FLOOD ZONES PER FIRM MAP 25001 PANEL PILES (TYP)` T 591 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA ON LINE DATABASE. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED ON JULY 16, 2015 AND FROM PLANS ON RECORD AT THE BARNSTABLE COMPACIID NMIML WALKWA Y ELEVA TION DETAIL WIT �°U ^�° INFlIL SDLS, OR COUNTY REGISTRY OF DEEDS. SCALE: 1„=y RONFOrgED SOILS 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, R ENCUMBRANCES, RESTRICTIVE COVEN AN TS,OWN ERSH IP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND WAKCE OOLIEMON PPE MEWED SOIL CURRENT TITLE SEARCH MAY DISCLOSE. NKRJISLL F UNNION LEVELING I'M 8. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY WADE 39HE SHOREFRONT CONSULTING AND SURVEYED BY EXISTING "BETE GRADE, INC. TYPICAL RETAINING ISOMT-TRIC DETAIL (NTC 9. THE PROPOSED PROJECT IS NOT WITHIN AN AREA SUBJECT TO MESA REVIEW. 18 16 10. DEP FILE NO. IS SE83-2039 YEGiiED., 14 ��- 2• 12 4 -_. 6 E _1 NAICD_$S _�_.�_ 2_. �- PRSSEd _z L - ____ _s _. -------- --.__ 8 - 10 12 �. ___ -_ STEIen__ - .._ ___� FROM -TO$: _�..--_ .� TIPOSEff3E7AII[R;31?4L1._�� .__ _-_.- -- - _. .. _ �- -AT--GRADE--ST€PS-.-_ STEPS --- .-- _ �SE"YOND� -�__ - PROP GRADED"FILL; _� _ ._ .___ _.-__ _.__..__.__ __ ____-- .�-_- ----____ = �___ _- -..______.____ -___ ��- -- ED i_ _ _ �_.__-__._ _._-7 i j�__.e_�__.. _.._ [ _ _ _.__...__-_.___._. __ _ _ _ _. -_.---.PRc)POSe11--8s'-t-E°CEVATED'�wRtKwAr-DECtc-E�-'8:1'-MLw--- -____� __-- --- ___-_ ____ _ __ _. _ __� ____.__. W-_ ____ -_-._ x8_____ _. _ _ _ -_ .-_ _ - _ . i STIJRAGE- BENCH---..___.._ PROPOSES - _ .. _ __ -- - PrOF _-_.. . -- .. - _ k' _ _ _ _- _ .__ _- 6x2U' FLOAT _-. _. �_ -SUPPORT BRACING- _ 5£fl--8-�109�-P1LES, - _ - ___ _ _ ___._ _.______ �2 10NG_TY __ __ _ -, �P�------(----PRF3POS€{� R4P4S€B-STRONGi1 L _.._ PILES,_f6'�CONG TYP) SUPPORTS -TO OR _w _--- _____ -_- �___�--- _ t-- _ ^_ . - F?h#L3 P4ED�i�-....12._cL . - _ ___ _ � _.. _�,__. T ._ ..._ _._.. -_-------� ___ _ �._ -_. ----- ----- _.- _ __ �_ . _ _� _ •� _ e------ 14 - 12 10 8 - ._. - 6 4 N N Ln � __ -- O1 N O re) Lo In 00 � 00 0114- rn cO PILES, 12' LONG (TYP) ON O Ln N- Ln CD r, O O 0) N N Ln � 4 O1 M N H- r- H- .- H- tCl O O O O I (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM SECTION A -A (EXISTING 5 , 4 5 '° ?° SCALE: 1'=10' nLo O + ap i In 00 N It N O I 2 11/7/15 CLARIFIED DETAIL FOR WALL POSITION, ADDED 2' BUFFER STRIP MCB 1 11/5/15 SHORTENED FLOAT WIDTH TO 6' PER WATERWAYS MCB N0. DATE RflAE1pN SNEEr TInf PRQECT !q. PLAN SHOWING PROPOSED SC -54 DATE AS SHOWN ELEVATED WALKWAY & LANDSCAPING 10/10/15 P Ea DPgWN w M CB HANS & JUDITH LUNDSTEN GNEB a�mEG 250 BLUE ROCK ROAD YARMOUTH, MA DRAWING NQ SHOREFRONT CONSULTING C-1 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM OR! $NEM