The URL can be used to link to this page

Home My WebLink AboutAPPROVED plan 5.8.2023m Im EYJST. FIXED PLATFORM s 15' X 8. 3' ,' 16'2.5' RAMP S EXIS NG PILING (TYP.) _ NOTE; EASTING PILINGS TQ:9E REPLACED IN KIND REMOVE END 6'x20' FLOAT MOVE REPLACEMENT PI E 20' TO NEW: -END 5 0+ 00.00 4) EXIST. FLOATS SITE PLAN(LASTING) 10 5 4 10 Tea o 1 M=w LSCSF -}- 23'± COASTAL BEACH RAMP; TO BE REMOVED) a- L I oX 7 I r r t 9 't TO NEAREST FLOAT I I Sl TE PLAN PROPOSE 14 $ g 10 20 4a 12' ± 32'± SALT MARSH COASTAL LAND UNDER OCEAN BEACH ORIGINAL 141'± DOCK; DECK ELEVATION 3.3' STRUCTURES EXTEND 142'± BEYOND MHW EXISTING DOCK TO BE r RECONSTRUCTED AND RAISED UP j 5.3 FEET; DECK HEIGHT TO BE 8.6' EXISTING DOCK TO BE 8' FIXED RECONSTRUCTED AND RAISED UP PLATFORM32.5 FEET, DECK HEIGHT TO BE 5.8' III 0+25 9 a 0+50 III 1 1 1 1 • • *1 • 101 • 116 • o 0J 75 T 1+00 12' TYP o 77 0 1 +25 1 Ica 11 1 +501 Ica 1 II 0 z o 0 12' o o o N N MINIMUM 0 N PENETRATION N CAN12' TYP SECTION A - A ELEVATION DETAIL (PROPOSED 5 2.5 0 5 10 20 I = 10 m 01 r y- LEGEND MHW_ MEAN NIGH WATER . MLW MEAN LOW WATER z ELEVATION CONTOUR F PROPERTY LINE LIMIT OF WORK/ACCESS 4' DECK WIDTH- 2"x6" RAILING CAP 4"x4" POST BOLTED THROUGH YOKES ANDN2"x4*' RAILINGS (TYP), 10 JOISTS (TYP) LrOOU S YARMOUTH, MA KEY MAP NO SCALE SURVEY NOTES: 4) 3"x8'° RECORD ASSOCIATION EINC. AUNT EDITH'S ROAD STRINGERS 0 AUNT EDITH'S ROAD 75' TO RECESSED DECKING SOUTH YARMOUTH, NA 02664 ASSESSORS SAP 91, PARCEL 96 NEAREST W/ 3/4" SPACING; D FLOAT OVERLAP 1" DEED BOOK 6529, PAGE 17 3/4" THROUGH -BOLTS PLAN BOOK 1$4, PAGE 131 0 2703 5 39 TYP} PROPERTY LIES WITHIN RESIDENTIAL ZONE R4O. E 101 0 .02 PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD r APPR TATE 3"x8" YOKE, (2) TYP. SURVEY BY DOWN CAPE ENGINEERING IN JANUARY 2023 AND PLAN ORUS. COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 3"x8" CROSS WORK AREA APPEARS TO LIE WITHIN FLOOD ZONE VE (EL. 13'). 000" BRACING, (TYP) REMAINDER OF SITE LIES WITHIN ZONE, AE (EL. 11' NAVD 88) PER FIRM PANEL #587j OF 575, COMMUNITY MAP NUMBER THROUGH BOLT WITH EFFECTIVEDATE J U LY 16, 2014 AS SHOWN ON25001CO587JEMAInc' 0' DOCK WASHERS (TYP) E 03 10" GREENHEART PILE (INSTALL DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER 1.B' NAVD 88 BUTT END DOWN, TYP) MEAN LOW WATER = -1.1 NAVD 88 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS INSTALL SCREW ANCHOR AT THEREFORE NOT SUBJET TO MESA REVIEW 10' 2.5' RAMP EACH BENT BEYOND MHW TO PREVENT ICE UPLIFT FLOATS REMAIN UNCHANGED FROM PREVIOUSLY APPROVED 2 CONFIGURATION_ FIXED PLATFORM REMAINS UNCHANGED AT 8.3'x1 F'. DOCK TO BE RECONSTRUCTED IN SAME FOOTPRINT WITH FEWER PILES AND INCREASED HEIGHT, DOCK SECTION B-B ELEVATION DETAIL X 1 .5 0 1 2 4 1 4=21 j ALL FLOAT ANCHOR PILES TO BE 30' LONG (TYP) REPOSITIONED 2,5'X10' RAMP 8'X20' FLOAT TO REMAIN; (OTHER SHOWN FOR CLARITY) MHW = 1.8' MIEN -1.1 . 2'± 3.2'± 0 1 75 z O a 2 2"x6" RAILING BCAPTYP 4"x4" POST 2"x4" RAILINGJ_ _;; TYP 5/8" THROUGH 5/41px6" DECKING W/ -Y¢" BOLT TYP SPACING: OVERLAP 1" (TYP) 11 3%8" STRINGERS TYP) 3 3"x8" )4" THROUGH YOKE; BOLT WITH DOCK 2) TYP. WASHERS (TYP) 3"x8" CROSS BRACING, (TYP) 10" GREENHEART PILES (TYP) B DOCK SECTION A -A ELEVATION DETAIL 1 .5 a 1 2 4 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 AND FROM A WORKING BARGE. 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 RECONSTRUCTION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 10 5. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR A WORKING BARGE 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 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 BARGE. EACH BENT BEYOND MHW SHALL BE 0 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 RESTORED TO 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. DCE #20-06Z OF Mtiss n Va S GF Fly . qqCqDANIELA. y r a DANIEL OJALA ; o OJALA r; CIVIL "' No.40980 a No-46502 44QF&S5\0 0Q s`1flNAL Np SUR'E NO PART OF THIS DRAINING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING, INC. 2 5/8/23 CHANGE LONGER FLOATS TO ORIGINALLY APPROVED FLOATS MCB 2 5/8/23 CHANGE PLATFORM BACK TO ORIGINAL 8.3' WIDTH. MCB 1 4/30/23 1 RAISE DOCK TO 6' CLEARANCE, MAKE PLATFORM 6WIDE MCB NM GATE I REMMON 9Y PLAN SHOWING PROPOSED DOCK AND FLOAT RECONSTRUCTION aRalEcr" o. SC- 227 caf AS SHOWN am 4/1/23 rRoimr AUNT EDITHIS ASSOCIATION, INC. Q AUNT ITH*S ROAD SOUTH YARMOUTH. MON sr mce CHECKM fff DO DP MNO NO. AUNT EDITH.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. SHOREFRONTGONSULTING.COM c- nF stirs