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HomeMy WebLinkAboutApproved plan 3.24.2026GENERAL NOTES 1.ELEVATIONS REFER TO NAVD88.REFER TO THE BENCHMARK -CONCRETE PROPERTY LINE MARKER ON NORTH LOT LINE,CONTACT CAPE COD ENGINEERING,INC.FOR ADDITIONAL ELEVATION INFORMATION. 2.TOPOGRAPHY SHOWN REPRESENTS SITE CONDITIONS IN THE IMMEDIATE VICINITY OF THE EXISTING PIER, RAMP AND FLOAT ON JULY 15,2025 3.REFER TO CHAPT.91 WATERWAYS LICENSE NO.13277 4,THE EXISTING PILES SHALL BE RELOCATED AS SHOWN.ONE ADDITIONAL PILE SHALL BE INSTALLED TO FULLY ANCHOR THE FLOAT.THERE ARE 3 PILES ALLOWED BY THE LICENSE. 5.THERE IS A DECREASE IN FLOAT SQUARE FOOTAGE FROM 192 TO 187 SQUARE FEET. 6.THERE IS NO SEAWARD ENCROACHMENT FOR THE PROPOSED FLOAT CONFIGURATION. 7.ALL PILES SHALL BE MECHANICALLY DRIVEN. 8.THERE IS NO DREDGING PROPOSED FOR THIS PROJECT. Ya SSV@ Locus! NANTUCKET SOUND LOCUS MAP NO SCALE YARMOUTH,MA LEGEND _—_MHW_MEAN HIGH WATER .«MLW ©MEAN LOW WATER —2——ELEVATION CONTOUR PROPERTY LINE mm mm mm LIMIT OF WORK/ACCESS EXISTINGmmPROPOSED N/F COWEE HOWARD W 82A RIVER ST SOUTH YARMOUTH,MA 02664 BENCHMARK —TOP OF CB\|ELEV.=4.1’NAVD8B —fH PROX”EDGE oF VECETATON|2 ei eee v7=SHAY MICHAEL J &WELDON 2x4 m MARDIE J TRS2——~——__»258A PLEASANT ST SOUTH m COASTAL BEACH Hn \I spel YARMOUTH,MA 02664 oO “= wld 9 |z=|=|e&| ——_-—_——_—_—_—-4 EXISTI x16’RAMP70>%nage, Sex PROPOSED 3'X18'RAMP 2 Dy oa EXISTING 8'x24°FL as ad|2 a.FT ACCESS AND —q /|Spat WW.LIC.13277 (1 LIMIT OF WORK —2 RELOCATED PILES ~OXS (3 PER LICENSE) -T-—PROP.5.5'x34’ BASS RIVER FLOAT (187 SQ.FT) FLOOD EBB PARTIAL SITE PLAN (EXISTING AND PROPOSED) 20 4010510 SCALE:1”=20’ 66A RIVER STREET SOUTH YARMOUTH,MA SURVEY NOTES: 1.RECORD OWNER: JEFFREY CHIZMAS 13 JONES ROAD MIDDLETON,MA 01949 DEED BOOK 34340,PAGE 106 PLAN BOOK 245,PAGE 85 (LOT 4) 1.PROPERTY IS SHOWN ON YARMOUTH ASSESSORS MAP 43,PARCEL 37 3.PARCEL IS WITHIN FEMA FLOOD ZONE VE (EL.13’)AND ZONE X (AREA OF MINIMAL FLOOD HAZARD)AS SHOWN ON COMMUNITY PANEL 25001C0589J,589 OF 875,LAST REVISED JULY 16,2014 AS SHOWN ON THE FEMA WEBSITE. 4.DATUM FOR ALL ELEVATIONS =NAVD 88 MEAN HIGH WATER (MHW)=1.3’NAVD 88 MEAN LOW WATER =—1.5’NAVD 88 5.THE PROJECT SITE DOES NOT LIE WITHIN AN NHESP BOUNDARY AND IS NOT SUBJECT TO MESA REVIEW. HYDROGRPAHIC PLAN ASSESSORS MAP 43,PARCEL 37 PREPARED FOR SHOREFRONT CONSULTING JULY 15,2025 SCALE -AS NOTED PREPARED BY CAPE COD ENGINEERING,INC. ROBERTM.PERRY,P.E. P.O.BOX 1517 EAST DENNIS,MA 02641 508-385-1445 SCALE 1”=20’ SHEET 1 OF 2 MARCH 24,2026 PLAN SHOWING PROPOSED FLOAT MODIFICATION JEFFREY CHIZMAS 66 RIVER STREET SOUTH YARMOUTH,MASS. SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT,MA 02639 508—280—8046 SHOREFRONTCONSULTING@GMAIL.COM LSCSF COASTAL BEACH LAND UNDER OCEAN —=4 PROP,3’x18’RAMP RELOCATED ,,PILES ¢3 PER LICENSED 10 EX,3’x16’RAMP 10 8 CLIGENSE 13277) 6 4 e 4 FLOAT <187 SQ 2 : 0 me =-15/ -4 EX.8’xe4’|FLOAT -6 ': -8 :-10 a]-12 |=14>oO In oO Wn Ss +LICENSED CONFIGURATION =+PROPOSED CONFIGURATION =+=3’x16’RAMP &8’xe4’FLOAT 3’X18’RAMP &5.5’x34’FLOAT 2 5 0 5 10 20eeSCALE:1°=10 SHOREFRONT CONSULTING SCALE 1”=10°PLAN SHOWING PROPOSED FLOAT MODIFICATION 290 CENTER STREET SHEET 2 OF 2 JEFFREY CHIZMAS DENNIS PORT,MA 02639MICHrh,2028 66 RIVER STREET 508—280—8046 SOUTH YARMOUTH,MASS.SHOREFRONTCONSULTING@GMAIL.COM