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Home My WebLink About83-2039 - Walkway & Landscaping Plan002N s EXISTING DOCK DEP LICENSE NO. 12244 EXISTING DOCK DEP LICENSE NO. JEENCHMBKIS:_. \. TOP OF IRON PIPE ELEV. = 4.35' (MEW) �f ; N/F PROPOSED ROGERS DANIEL J PATI -I ROGERS JUSTINE A MEAN HIGH WATEF 110 GRAFTON STREET 7 MILLBURY, MA 01527 ELEVATION CONTO MAP 101 LOT 172 PROPERTY LINE PROPOSED GRADING w 8 EXTEND STEPS TO INCREASE .f ' RUN WIDTH TO 10" MIN. f ' SCALE: 1"=30' 44hRED BUOY 38a o Bq W00 �TtDq��R��fR z_ J m � m a N La LLI t: ` O dA � ao — N F RX o SHELLFISH 1.�,, / APPROX. 4C SURVEY GRID / ' 4 COASTAL BANK GREEN BUOY 39 LOCATION) CICEy�REST F E NO �OqT, _i 409 Is N/F EXISTING DOC BLUE ROCK. LANDING DEP LICENSE ASSOC. INC. NO. 4095 C/O GERARD DALY 8 MONTEREY LN SOUTH YARMOUTH, MA 02654 VIAP 102 LOT 011 100' OFFSET FROM MHW (RNERFRONT. AREA) PROPOSED 2' RETAINING WALL; LOCATE 2' LANDWARD OF COASTAL BANK AND PROVIDE A 2' WIDE BUFFER STRIP FLOOD ZONE AE EL, 11' NAVD88 (12.9' MEW) KAYAK STORAGE BRACING (2 TYP, EACH SIDE) WOODY SHRUBS UPLAND GRASSES LAWN VEGETATED BUFFER LSCSF 01*)&lcTD1lr`Tl17Al NInTFC- -w. 1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION�24 Rp Gi2EEEN ! J INFORMATION AS NEEDED. BUOY3'J PROPOSED g _ ., 0 " " _ . 2• CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S 3x20"._RAIGTP _..-. _.., -- _- PROPERTY. ) - •' _ _ PR SED.S - 3 THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY ,RAMP, FLOAT, - TRONGARM = OPO ALTERNIFLpRA FLATPPORIS AND STEPS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH ROS - _ - M W EL _ 0' THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION 1ypR 1KSON AUTHORITIES. GQfg7 ER Qp1Nti RO PATENS _ _ SALT MARSH a BENCHSTORAGE _ - _= 4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS F WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN JR4' q MOOT PROPO p ., r' BARGE WHERE POSSIBLE. WHERE NECESSARY, PILE GRAVEL TFL .. - REMAINDER OF THE PILE BEING MECHANICALLY DRIVEN OR AUGERED. ANY EXCESS MATERIAL FROM JETTING SHALL BE REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION. TA TION \ e 1 1, VEGETAGED 7. PLYWOOD MAY BE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING CONSTRUCTION, BUT SHALL 8E REMOVED AT THE BUFF,REND OF EACH WORK DAY. .-•TIMBER+ �� X � i /I„ ...- _.._ -_ ." �... STEPSO ./ C� 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS `a ! �. • _ ~ / AND CONDITIONS. F�0\� A?� �_ - TO �F - - 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. \ r4 �OpO' \ \ C fi TAL BANK. _ 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE GREENHEART OR OTHER O LF " ~ ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED FOR O WALKWAY PLAN (PROPOSED) STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. 10 5Q 10 20 4D 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. SCALE: 1"=20' 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. - ---- Y un.nul,7 Ccn�::ry 1iun Co,u,ar slor 14. THE RAMP AND FLOAT SHALL NOT BE STORED IN THE MARSH. ` ^,- 15. THE TOP 1 -FOOT OF THE ANCHOR PILES SHALL BE PAINTED WHITE FOR VISIBILITY. TEPP LEFICTH S-, nntme: �- - 2"x6" RAILING CAP 4"x4" POST BOLTED THROUGH YOKES AND 2"x4" RAILINGS (TYP) JOISTS (TYP) 4"x10" STRINGERS (3 TOTAL, TYP ,9"vR" nFCKING OR (6) 2"X10') TION B—B ELEVATI SCALE: 1"=2' 3/4" THROUGH–BOLTS (TYP) —3"x10" YOKE; (2) TYP. 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 V DETAIL PATENS ALTERNIFLORA - SALT MARSH COASTAL BEACH LAND UNDER OCEAN - MLW=0.0' RAILING CAP B CAP (TYP) e 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ -Y4" BOLT TYP SPACING; OVERLAP 1" (TYP) 4"x10" STRINGERS ' o (TYP) 3"x10" YOKE; (2) TYP. �3/4" THROUGH BOLT WITH DOCK WASHERS (TYP) 3"x8" CROSS BRACING, (TYP) 10"-12" GREENHEART PILES (TYP) B WALKWAY ELEVATION DETAIL SCALE: 1'=2' Dum COAIPWIED RENFIORM12 SOIL ;;'7143 - - ORAIN FILL ICAL RETAINING WALL ELEVATION MWIRA T O OR WOURAL REDUED SOL �-q L (N7 V 1 &NOEL; EtB&CK SQarcx TYPICAL RETAINING ISOMETRIC DETAIL (NJc, O� OM ON 110 SECTION A—A (EXISTING) 5----5----�0 SCALE: 1"=10' S'arat,r, c: 4 SURVEY NOTES: 1. RECORD OWNER: KEY MAP 1" = 800' LEGEND — — PRACTICAL. THE REMAINDER O N MEAN HIGH WATEF MLw 7 CONTACT WITH THE MARSH. ELEVATION CONTO M GRASSES ? 1' ' , PROPERTY LINE 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE EXISTING w 8 I r, (M �w! MARSH, WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANTS OUT ? - _ _ PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING DURING PERIODS OF LOW TIDE. i �pQ Q PROPOSED' 2x6" .. _ ARMS FOR KAYAK STORAQ .- _ �- �• � �'„ 6. 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM THE WORKING S CAN BE INITIALLY JETTED INTO PLACE TO SET THE PILE, WITH THE YARMOUTH, MA PROPO p ., r' BARGE WHERE POSSIBLE. WHERE NECESSARY, PILE GRAVEL TFL .. - REMAINDER OF THE PILE BEING MECHANICALLY DRIVEN OR AUGERED. ANY EXCESS MATERIAL FROM JETTING SHALL BE REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION. TA TION \ e 1 1, VEGETAGED 7. PLYWOOD MAY BE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING CONSTRUCTION, BUT SHALL 8E REMOVED AT THE BUFF,REND OF EACH WORK DAY. .-•TIMBER+ �� X � i /I„ ...- _.._ -_ ." �... STEPSO ./ C� 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS `a ! �. • _ ~ / AND CONDITIONS. F�0\� A?� �_ - TO �F - - 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. \ r4 �OpO' \ \ C fi TAL BANK. _ 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE GREENHEART OR OTHER O LF " ~ ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED FOR O WALKWAY PLAN (PROPOSED) STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. 10 5Q 10 20 4D 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. SCALE: 1"=20' 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. - ---- Y un.nul,7 Ccn�::ry 1iun Co,u,ar slor 14. THE RAMP AND FLOAT SHALL NOT BE STORED IN THE MARSH. ` ^,- 15. THE TOP 1 -FOOT OF THE ANCHOR PILES SHALL BE PAINTED WHITE FOR VISIBILITY. TEPP LEFICTH S-, nntme: �- - 2"x6" RAILING CAP 4"x4" POST BOLTED THROUGH YOKES AND 2"x4" RAILINGS (TYP) JOISTS (TYP) 4"x10" STRINGERS (3 TOTAL, TYP ,9"vR" nFCKING OR (6) 2"X10') TION B—B ELEVATI SCALE: 1"=2' 3/4" THROUGH–BOLTS (TYP) —3"x10" YOKE; (2) TYP. 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 V DETAIL PATENS ALTERNIFLORA - SALT MARSH COASTAL BEACH LAND UNDER OCEAN - MLW=0.0' RAILING CAP B CAP (TYP) e 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ -Y4" BOLT TYP SPACING; OVERLAP 1" (TYP) 4"x10" STRINGERS ' o (TYP) 3"x10" YOKE; (2) TYP. �3/4" THROUGH BOLT WITH DOCK WASHERS (TYP) 3"x8" CROSS BRACING, (TYP) 10"-12" GREENHEART PILES (TYP) B WALKWAY ELEVATION DETAIL SCALE: 1'=2' Dum COAIPWIED RENFIORM12 SOIL ;;'7143 - - ORAIN FILL ICAL RETAINING WALL ELEVATION MWIRA T O OR WOURAL REDUED SOL �-q L (N7 V 1 &NOEL; EtB&CK SQarcx TYPICAL RETAINING ISOMETRIC DETAIL (NJc, O� OM ON 110 SECTION A—A (EXISTING) 5----5----�0 SCALE: 1"=10' S'arat,r, c: 4 SURVEY NOTES: 1. RECORD OWNER: KEY MAP 1" = 800' LEGEND — — EDGE OF MARSH MHW MEAN HIGH WATEF MLw MEAN LOW WATER ---- 2----- ELEVATION CONTO PROPERTY LINE u t LIMIT OF WORK/A I r, SALT MARSH SPARTINA ALTERI LUNDSTEN E. HANS 40 BOW STREET EAST GREENWICH, RI. 02818 L.C. CERTIFICATE #205605 L.C. PLAN: 28477-B 2. PROPERTY IS SHOWN AS LOT 173 ASSESSOR AND LIES WITHIN ZONE R-40 AND OUTSIDE OF T PROTECTION DISTRICT PER TOWN OF YARMOUTH ZONING MAP LAST REVISED 4/8/2014. 3. PROPERTY LINES DEPICTED HEREON ARE BA! FIELD SURVEY CONDUCTED BY EXISTING GRADE, 2015 AND COMPILED FROM PLANS ON RECORD,I THE BARNSTABLE COUNTY REGISTRY OF DEEDS I PLANS: 28477-B. 4. ORIGIN OF BEARINGS IS LAND COURT PLAN 5. PARCEL APPEARS TO LIE WITHIN THE AE (EI NAVD88) AND X FLOOD ZONES PER FIRM MAP 2 591 OF 875, LAST REVISED JULY 16, 2014 AS `. THE FEMA ON LINE DATABASE. 6. EXISTING CONDITIONS SHOWN HEREON WERE FROM AN ON THE GROUND SURVEY CONDUCTED 2015 AND FROM PLANS ON RECORD AT THE BA COUNTY REGISTRY OF DEEDS. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF REC( ENCUMBRANCES, RESTRICTIVE COVENANTS,OWNEF EVIDENCE, OR ANY OTHER FACTS THAT AN ACC CURRENT TITLE SEARCH MAY DISCLOSE. 8. WETLAND RESOURCES SHOWN WERE FIELD 11 SHOREFRONT CONSULTING AND SURVEYED BY E' GRADE, INC. 9. THE PROPOSED PROJECT IS NOT WITHIN AN SUBJECT TO MESA REVIEW. 10. DEP FILE NO. IS SE83-2039 2 71/7/15 CLARIFIED DETAIL FOR WALL POSITION, ADDED 2' BU! 1 11/5/15 ISHORTENED FLOAT WIDTH TO 6' PER WATERWAYS PLAN SHOWING PROPOSED 4TFn WAI KWAY & LANDSCAPING PIIOJECf. n HANS & JUDITH LUNDSTEN 250 BLUE ROCK ROAD YARMOUTH, MA SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 W W W. SH O R EF R O N TCO N S U LTI N G. C OM