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Home My WebLink AboutDock Plan 1-20-20205'i C/ EXISTIN DOCK REMAINS PER DEP INTERIM PPROVAL LICENSE 6120 (1996) EXISTING CK AND STEPS TO REMOVED �.,rt_.___._ 75' OFFSET \ FROM ° //\, ADJACENT NORTH FLOAT C / MANAGE INVASIVES \r AND EXISTING \ 4'-6' VIEW / HIEGHT soo d EXISTING ®F 9yFFpOOFCk /// s DWELLING rpR iN \ �T� TOF = 12.912z T 66 \_ 5001 SF �F �� v , COQ \ - OLSEN SUSAN (PERS REP) PRGARDEN R'4IN C/O LOCKE SHERYL C 4238 ALABAMA AVE SOUTH C ST LOUIS PARK, MN 55416 G' ASSESSORS MAP 110, PARCEL 34 CEXISTING FIRE PIT/ . ` PERVIOUS PATIO �T41 -yC PAUL BUCKLEY 32 MAYFLOWER TERRACE, SOUTH YARMOUTH, MA 02664 20" OAK ASSESSORS MAP 110, PARCEL 35 _ Jr EwS-5. uv,i L_. DEED BK. 31074 PG. Imo— 4' ►1 " RAILINGS (TYP) RECESSED DECKING W/ 3/4" SPACING . SITE PLAN 10 5 0 1.0 70 40 1"=20' 2"x6" RAILING CAP 4"x4" POST BOLTED / THROUGH YOKES AND JOISTS (TYP) 2"x12" STRINGERS (6 TOTAL, TYP) OR (3) 4'x10" 3/4" THROUGH—BOLTS -- (TYP) 3"x10" YOKE; (2) TYP. ° 3"x8" CROSS BRACING, (TYP) THROUGH BOLT WITH DOCK WASHERS (TYP) 8-10" GREENHEART PILE (INSTALL BUTT END DOWN, TYP) OR "PEARSON" FIBERGLASS PILES INSTALL SCREW ANCHOR AT EACH BENT BEYOND MHW TO PREVENT ICE UPLIFT SECTION B -B ELEVATION DETAIL 2 4 V=2' DCE ## I 2"x6" RAILING B CAP (TYP) ° 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ 3/4" BOLT TYP SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS ° (TYP) 3"x10" YOKE; _ %4" THROUGH (2) TYP. _ BOLT WITH DOCK WASHERS (TYP) �i3%8" CROSS BRACING, (TYP) 8-10" GREENHEART OR FIBERGLASS PILES (TYP) B DOCK SECTION A—A ELEVATION DETAIL 1 .5 4 1 2 4 1"=2' DOCK PLAN VIEW DETAIL 5 2.5 9 5 10 20 111=101 EXISTIN�DOCK REMAINS PER DEP INTERIM PPROVAL LICENSE 6120 (1996) PROPOSED 2'x8' STORAGE BENCH rnvrvou, 14 MAMr W/UKAIINU DOCK PLAN VIEW 215 Q 5 10 20 1 "=10' I X, 0)NQ1 S� 75' OFFSET FROM AD NT 1 VVI"1V ,Ilt LSCSF BEACH LAND UNDER OCEAN (SALT POND) BVW LAWN i PIER, RAMP AND FLOAT EXTEND 48'3 BEYOND MHW �I x TOP OF COASTAL BANK (DEP FIGURE #4) jI� PROPOSED 4'x20' PIER; DECK PROPOSED 12" DIAM. x 30' 07Q HEIGHT = 7:9'1 NAVD88 LONG GREENHEART PILES; TOP ROPOSED 12' RAM I� /BOTTOM OF PROPOSED 3.5'x2O' RAMP OF PILE = 12' NAVD (2 TOTAL) .N r.OASTAI tRNA, 10 x —5 LEGEND MHW MEAN HIGH WATER MLIN MEAN LOW WATER —2— ELEVATION CONTOUR STORAGE BENCH PROPERTY LINE M ■ ■ M LIMIT OF WORK/ACCESS = 9 SHELLFISH SURVEY GRID 0 SHELLFISH FOUND IN GRID Pc s A Backyard Villay ®36 Mayflower Terrace a s 3 O WajS�,M NDmnisgy _.,. vt Mid -Cape Hwy' - o Supplies '" y"a°' immunKy Connections Sports And Sundries SURVEY NOTES: KEY P NO SCAA LE RECORD OWNERI SHERYL S. LOCKE 36 MAYFLOWER TERRACE, SOUTH YARMOUTH, MA 02664 ASSESSORS MAP 110, PARCEL 34 DEED BK. 31200 PG. 52 PLAN BK. 79, PG. 101i LOT 66 PROPERTY LIES WITHIN RESIDENTIAL ZONE R40. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY DOWN CAPE ENGINEERING IN MARCH, 2019 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS. PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 9' NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP NUMBER 25001CO583J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON—LINE DATA BASE. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY BRAD HALL DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.9' NAVD 88 MEAN LOW WATER = —0.3 NAVD 88 SOURCE; DIRECT MEASUREMENT WITH HOBO U20L WATER LEVEL LOGGER BY SHOREFRONT CONSULTING THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 1 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. THE DOCK INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO THE BOTTOM WITH A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT. 7. 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. 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTOREDITO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9. 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. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. THE EXISTING DOCK SHALL BE REMOVED AND DISPOSED OF PROPERLY. NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING, INC. EX. DWELLING IV) PROPOSED 2'x8' FOUNDATION STORAGE BENCH FEMA FLOOD EL. = 9 2 1/20/20 Move float out 4 feet, lengthen dock and romp to match MCB 1 PROP SED 10' Add 2 rain gardens and fire pit to site plan, rebuild deck MCB EX. GRADE DATE RWSION BY SHEEr TfRE PLAN SHOWING PROPOSED PIER, RAMP, AND FLOAT AX _20' FLOAT 10/1/19 PROJECT SHERYL LOCKE 36 MAYFLOWER TERRACE SOUTH YARMOUTH MA DRAwN er MCB CHECKED BY DO 5' PUBLIC AC S DOWN CAPE ENGINEERING 939 MAIN STREET YARMOUTHPORT, MA 02675 (508) 362-4541 SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C_ or SHEM k — TL �MHW= 1.9rn wMLW= '0.3' 3' 3.8' J �� IVILYY EX. GRADE PUT ADDITIONAL FLOTATION ON HIS END PROPOSED 8"-10" DIAM. x 16' LONG GREENHEART PILES (2 TO PROPOSED 8"-10" DIAM. x 24' LONG GREENHEART PILES (2 TOTAL) O I I O+OO �ZNOFMgssq tNOFMASS SECTION A—A ELEVATION DETAIL oo� DAAIEL cy�N �2�OJALA �cC 1+00 m ° DANIF_LA m 5 2.5 Q 5 10 20 OJALA " CIVIL N A No, 40980 A No. 46502 9 1"=10' � °Fess° P -ao 51F `Ss Nn �-20-oto W; 2 1/20/20 Move float out 4 feet, lengthen dock and romp to match MCB 1 12/11/19 Add 2 rain gardens and fire pit to site plan, rebuild deck MCB NO. DATE RWSION BY SHEEr TfRE PLAN SHOWING PROPOSED PIER, RAMP, AND FLOAT PROJECT N0. SC -129 AS SHOWN 10/1/19 PROJECT SHERYL LOCKE 36 MAYFLOWER TERRACE SOUTH YARMOUTH MA DRAwN er MCB CHECKED BY DO DRAWING N0. LOCKE.DWG DOWN CAPE ENGINEERING 939 MAIN STREET YARMOUTHPORT, MA 02675 (508) 362-4541 SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C_ or SHEM W;