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Home My WebLink AboutSite plan 4.29.2026Mayfair BoatYard&Marina — Mere,De,D CONSTRUCTION NOTES: XH RESOURCE AREA TABLE 1.ELEVATIONS REFER TO NAVD88.MHW =1.9’,MLW =—0.3’(NAVD88).CONTACT __D “A ‘3,SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.TOTAL LOT SIZE =14,810+/—S@.FL (ASSESSORS ®ee aN 2.CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND AREA WITHIN THE 100’BUFFER AND RIVERFRONT AREA =8.0454 SQ.FT. oETERSUN eS «CAROL bs SS DQ DIRECTLY (OVER TINE:APPLICANT &PROPERTI«AREA WITHIN THE 100’—200’RIVERFRONT AREA =6,830-+SQ.FT. wy 3.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATIONoDoepote;Sy OF THE BULKHEAD AND THE FIBER ROLLS.EQUIPMENT AND MATERIALS HANDLING SHALL LANDSUBJECTTOCOASTAL STORMFLOWAGE QB BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT,EROPOSED Ne OE ANIGE¥THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH =ee CONSERVATION AUTHORITIES.ooySTRUCTURESWITHINTHE0’—35’BUFFER OF MHW (RIVERFRONT AREA)%. 4.THE INSTALLATION OF THE BULKHEAD SHALL BE ACCOMPLISHED FROM A WORKING EXISTING =63+LINEAR FEET OF BULKHEAD (INCLUDING RETURNS),105 SQ.4 DinehsbSALTMARSHBARGEASMUCHASPRACTICAL.THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY FT (STAIRS)AND 96 SQ.FT.(SHED).TOTAL IS 264+SQ.FT.4 Pond .(ALTERNIFLORA)HAND.AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM PROPOSED =NO CHANGE 3allORTHEADJACENTMARSH.PROPOSED MITIGATION;THERE IS NO INCREASE IN FOOTPRINTS;THEREFORE ° Nuk NO ADDITIONAL MITIGATION IS PROPOSED. \co 5.A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED,WITH ELE BUUEE AD RETURN \wh’\MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT.MATERIALS AND EQUIPMENT STRUCTURES WITHIN THE 35’—50’BUFFER OF TOP OF BANK Sean EX HERS an ?SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE.WORKING BARGE EXISTING =239+SQ.FT.(DWELLING) ::>TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.NO CHANGE PROPOSED Mm TON PATRICK —6.FIBER ROLLS SHALL BE 20—-INCHES IN DIAMETER,HIGH DENSITY AND EITHER 10’,12,STRUCTURES WITHIN THE 50’—100’BUFFER OF TOP OF BANK 139 MAYFLOWER TERRACE dQ EXISTING OR 20’LENGTHS AS NEEDED.THE FIRST ROW SHALL BE COMPLETELY BURIED,WITH EXISTING =2,351+SQ.FT.(DWELLING) MAP 120 LOT 4 :10’x20’FLOAT e.REMAINING ROWS STACKED AT A SLOPE OF 1.5 TO 1.THE FIBER ROLLS SHALL BE PROPOSED =NO CHANGE L EGENDCOVEREDWITHCOMPATIBLESANDANDCOIRTURFREINFORCEMENTMEDIUM(700 OR BENCHMARK EXISTING 3’x18’RAMP 900 GSM OR EQUAL)AND PLANTED WITH AMERICAN BEACH GRASS,12”ON CENTER IN MAG NAIL IN TREE BETWEEN THE ROWS OF FIBER ROLLS. EL =18.5’(NAVD88) TNEXISTING 45024’PIER 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR ———EDGE OF MARSH PRE-CONSTRUCTION CONDITION.ALL WORK SHALL BE INSPECTED BY SHOREFRONT ~EX,PUBLIC ACCESS STAIRS 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.e MLW MEAN LOW WATER EXISTING 50’FAILING BULKHEAD 10.THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR_——_|(T0_BE_REBUILT\T.0.W.=5’+)4 THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.—-—2-—-—-ELEVATION CONTOUR 2 See OLEHEaDe ¥11.ALL MATERIALS IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED OR PROPERTY LINE PANDUARD HE EXISTING OTHER ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION . =COMMISSION.ALL TIMBER USED FOR STRUCTURAL FRAMING (ABOVE GRADE)SHALL BE mam mmm LIMIT OF WORK/ACCESS9°PROPOSED 8”»PRESSURE TREATED,ACQ,OR EQUAL AS APPROVED BY OWNER OR SHOREFRONTtt—JRETURN WITH 20°CONSULTING. WL AON°EEBER_ROLLS slits MARSH 2%:12.ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL,UNLESS OTHERWISE | \7 2 \.,~APPROVED BY OWNER OR SHOREFRONT CONSULTING. tJ \ \\7..=a.SALT MARSH 13.THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE Y MARSH (SPARTINA ALTERNIFLORA) x far \(ALTERNIFLORA)INCLUDED WITH THESE SPECIFICATIONS AND REMAIN IN FORCE UNTIL THE PROJECT IS\ev.COMPLETED.ig Reo 14.THE BULKHEAD SHEETING SHALL BE AS SPECIFIED OR EQUAL.ANY ALTERNATE SHEETINGBOTTOMOFBANKCHOSENSHALLMEETTHEMINIMUMREQUIREMENTSASSPECIFIEDINTHEBULKHEAD os Aeon DETAIL AND SHALL REQUIRE PRIOR APPROVAL FROM SHOREFRONT CONSULTING.SUR VE Y N QO TE Ss TOP OF COASTAL BANK 15.THE BULKHEAD SPECIFICATIONS ARE FOR NO MORE THAN 5’OF OVERBURDEN.THE RECORD OWNERS:BULKHEAD WILL REQUIRE ANCHORING IF THE ELEVATION DROPS TO LEAVE MORE THAN 5 ° FEET OF EXPOSURE.TINA M.LILLY AND JASON R.LILLY ,THE TINA M.LILLY TRUST U/A APRIL 25,2013aanveoa143MAYFLOWERTERRACE ,SO.YARMOUTH,MA 02664-1120 5O_OFFSET FROM DEED BK.36262 PG.104TOPOFBANKPLANBK.79 PG.101a ,ZA PROPERTY IS SHOWN AS LOT 5 ASSESSOR’S MAP 120 R D>APPEARS TO LIE WITHIN ZONE R_40 AND OUTSIDE OF THE »3S AQUIFER PROTECTION DISTRICT PER TOWN OF YARMOUTHao;S/TE PL A N ONLINE ZONING MAP LAST REVISED 4/4/2011.100’OFFSET FROMeeSOTOPOFBANK‘0 0 6 56 ie PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEYboBYEXISTINGGRADEINC.IN NOVEMBER,2012 AND OCOMPILED FROM SeVNG GENCE PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY 1"=20'OF DEEDS PLAN BOOK 79 PG.101. N/F TALLMAN BRADFORD &ANNE ORIGIN OF BEARINGS IS PLAN BOOK 79 PAGE 101. 147 MAYFLOWER TERRACE MAP 120 LOT 6 ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 9 ELEVATION 17.94 NGVD 1929,COPPER PLUG SOUTH WING WALL ON WEST ABUTMENT OF CONRAIL BRIDGE OVER BASS RIVER. SITE BENCH MARK HAS BEEN ADJUSTED —.04’TO MLW AND +.88’TO NAVD88. PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL=9’) AND ZONE X PER FIRM PANEL #583 OF 875,COMMUNITY PANEL NUMBER 25001C0583J MAP REVISED JULY 2,2014 AS SHOWN ON FEMA ON LINE DATA BASE. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM-FIELD SURVEY PERFORMED BY EXISTING GRADE INC. (__3”X 6”CAP SUPPORT WALE REGRADE SCARP WITH COMPATIBLE MATERIAL AND IN NOVEMBER,2012ANDUPDATEDINNOVEMBER2025./4 i EXISTING GRADE PLANT WITH AMERICAN BEACH GRASS,12”0.C.. PLANT WOODY SHRUBS BETWEEN ROLLS 3°OC SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH/)TOP OF SCARP ————>15 C FOR EASEMENTS OF RECORD,ENCUMBRANCES,RESTRICTIVE COVENANTS, 7 7 -COVER WITH 900G COIR MATTING OWNERSHIP TITLE EVIDENCE,OR ANY OTHER FACTS THAT AN ACCURATE }a . eocs WE ya H:(BHSIING SCARF .It AND COMPATABLE SOIL AND CURRENT TITLE SEARCH MAY DISCLOSE.J PROPOSED SHOREGUARD /BOTTOM OF COASTAL BANK ee PROPOSED 20”DIAM. 5 _of ;WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BYhigins2°THRU-BOLTS;—SG—525 VINYL SHEETING,fee Byes LONG FIBER ROWS SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC. .C.(TYP)16’LONG MINIMUM S.S.CABLE ANCHORS;DB 68 NEY XISTING GRADE OR EQUAL;(ANCHOR EVERY 3 7 ‘N,/8"STAINLESS STEEL CABLE:THE SITE IS NOT LOCATED WITHIN AREAS OF NHESP HABITAT FT.);EMBED 5’MINIMUM INTO AND THEREFORE DOES NOT REQUIRE MESA REVIEW. URDISTUREED SGI.SLEEVE IN FLEXIBLE HOSE TO BULKHEAD PLAN VIEW DE TAIL PREVENT CHAFFING FIBER ROLLS wae FIBER ROLL DETAIL SCALE 1”=5’ NO PART OF THIS DRAWING MAY BE USED BY MHW=1.9 ANY PARTY WITHOUT THE EXPRESS WRITTEN —=—_RIVERFRONT AREA ——=+CONSENT OF SHUREFROUNT CONSULTING AND COASTAL DOWN CAPE ENGINEERING,INC.-+—COASTAL BANK +BERG c=LAND UNDER OCEANoeTOPOFBANK(VARIES BOB “—~MLW=-0.3’ ALONG SLOPE)_BP AND STAIRS EXISTING BULKHEAD T.0.W.=5+NAVD88 TO BE TOP OF WALL SHALL BE 5’+(NAVD88) ARREMOVED AND REPLACED LANDWARD;(SEE DETAIL)20 ~i!20 PROPOSED CAP;SEE DETAIL noe—Ss —_—i W/%”GALV.BOLTS16100—YEAR el SR /]"EXISTING 4°x24"PIER:DECK 16 FILL IN SCARP BEHIND WALL WITH COMPATIBLE MATERIAL w/e (rvP) an —ee ar RSS f ||eis ee 7 t eee ae %EXISTING GRADE EXISTING GRADE mir CAP BOUTS“3 x Sf 7 ws 8 \(2)3”X 6”P.T.CAPJ-_|5 3. 6 FILL BEHIND BULKHEAD AND Sel S|/A)=JEXISTING 6 ALP provost SHOREGUARD SG-525 VINYL SHEETING OR EQUAL OLS @ Meany.io a4PLANTWITHBEACHGRASSiSs10°x20"FLOAT la els -.PROWEGT NO.a TOP OF SCARP———|TT PLN ]}MHW =1.9"1 “SHEETING SHALL BE 14 FEET LONG,AND HAVE MINIMUM “TTP sHOREGUARD 86-525 SHEETING (TYP)PLAN SHUWING PRUPUSED BULKHEAD Se=182LNa: 2 MOMENT OF 4,693 LB-FT,WITH 8.5’MINIMUM EMBEDMENT FOR SCALE AS SHOWN+a0BOTTOMOFafggMLW=—0.5 0 A MAXIMUM OVERBURDEN OF 5 FEET.RECUNSTRUCTIUN AND FIBER RULLS COASTAL BANK A =ai "7"=|a Lt CAP DETAIL Oa 4/29/26-—2 Ye a ———L L -—2 MANE VETTE PROJECT DRAWN BY MCB—4 PROPOSED FIBER 4 |—4 SCALE 1°=2’CHECKED BY —6 ROLLS AT SOUTH END;L~=TINA AND JASUN LILLY —EG —8 SEE_DETAIL —8 143 MAYFLOWER TERRACE SOUTH YARMOUTH|LILLY—2026.DWG—]|10 HU L “10 BULKHEAD SHEETING DE TAIL V V2ooO10«Oo Ow LOL 2 "25!6 12 Qo BO ny BA Ao B SCALE 1"=5 meeeerNG GRADE,INC.to +0 +5 +—+15 +15 +16 HASSAN ROADOnoToOoO|—~|—|=62 RIEDELL,DOUGLAS,MA 01516 (508)694-6501 290 CENTER STREET 5 0 5 10 20 DENNIS PORT,MA.02639eS(508)280-8046 "210 WWW.SHOREFRONTCONSULTING.COM