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HomeMy WebLinkAboutPlanCs es NN )SeTeTT \|PROPOSED LIMIT OF (A)| WORK AND ER Tx |Yarmouth Town Hall §)27~~|LOCUS MAP A ~g_|NOT TO SCALE PROPOSED #30"SEASONAL DOCK PROPOSED PUBLIC ACCESS STEPS LEGEND ry \\| “©7"EDGE OF VEGETATION Rp \|___OHW__ORDINARY/HISTORIC WATER LEVEL Sergi E ——2—ELEVATION CONTOURWILLOW PROPERTY LINE )/ |m=mm mm LIMIT OF WORK/ACCESS L ann TOP OF INLAND BANK\ 0 XN | 5 No ow Ae so |SURVEY NOTES: |1.RECORD OWNER(S):/ALAN J.AND JULIE T.SHAWCROSS 5809 WEST ROWEL ROAD,PHOENIX,AZ 85083\/|DEED BOOK 30330,PAGE 125obs.water el.PLAN BOOK 118,PAGE 141/11-10-20 =7.1 /|2.ELEVATIONS REFER TO NORTH AMERICANooAehyil.I _VERTICAL DATUM OF 1988 (NAVD 88). SITE PLAN (PROPOSED)3.PROPERTY IS SHOWN ON YARMOUTH:~ASSESSORS MAP 59,PARCEL 136525;5 10 20 4.PARCEL LIES WITHIN FEMA FLOOD ZONE X (0.2 PCT ANNUAL CHANCE FLOOD HAZARD)AS1"=10" SHOWN ON COMMUNITY PANEL #25001C0587J DATED 7/16/2014. 5.DATUM FOR ALL ELEVATIONS =NAVD 88 ORDINARY HIGH WATER (OHW)=6°NAVD 88 OBSERVED WATER LEVEL =7.1"NAVD 88 6.SITE IS LOCATED WITHIN AQUIFER PROTECTION DISTRICT. ?2 7.THE PROJECT IS NOT WITHIN AN NHESPPROPOSED(3)4 x1 0 BOUNDARY AND IS THEREFORE NOT SUBJECTFIXEDSECTIONSTOMESAREVIEW. |2"x6"DECKING 4 PUBLIC ACCESS STEPS | DOCK SECTION A—A j=1 = 5 25 :5 10 20 NO PART OF THIS DRAWING MAY BE USED BY ANY :-SHOREFRONT CONSULTING AND1.ELEVATIONS REFER TO NAVD88.CONTACT DOWN CAPE ENGINEERING FOR SCALE:1/4"=1’ADDITIONAL ELEVATION INFORMATION AS NEEDED.DOWN CAPE ENGINEERING,INC. 2.CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY.be cal BEER TL -BVW (WIDTH VARIES)I ow -3.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE BEACH DOCK EXTENDS doINSTALLATIONOFTHEDOCK.THE DOCK CAN BE ASSEMBLED IN THE UPLAND AND (BUFFER ZONE)5 ).7CARRIEDINSECTIONSTOTHEWATERFRONT,WHERE ONLY HEIGHT ADJUSTMENTS INLAND BANK &BVW,28+BEYOND OHW 2"¢ALUM.SUPPORT POLESANDLEVELINGARENECESSARY.ALL WORK SHALL COMPLY WITH THE RESULTING ==nt —~Pp —ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION CREE ree es %-~ NAVD88 (NOV.2021)4.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR radPRE—CONSTRUCTION CONDITION.ALL WORK SHALL BE INSPECTED BY SHOREFRONT HISTORIC HIGH WATER (HHW)ALUMINUM FRAME (TYP)CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE fe LANDING AND STAIRS -LEVEL =7.2°NAVD88SITE. —reORDINARYHIGHWATER(OHW)12”WIDE GROUND5.THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO E——=6.0'RaRESEMBLETHEPRE—CONSTRUCTION CONTOURS AND CONDITIONS.20 al ae Ga EIREER Ee 20 i Bla (hi)Se6.THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED ===PROPOSED 4'x10°PORTABLE [DOCK\TEFORTHEPROJECTBYARMOUTHCONSERVATIONCOMMISSIONPRIORTOTHE=SECTIONS (3 TOTAL,30°OVERALL EeSTARTOFANYWORK.B © oko ReionT =1.82 \=DOCK SECTION ELEVATION7.THE DOCK SHALL BE STORED ON THE APPLICANT'S UPLAND AREA DURING THE 1 0 a N=—1 0 SCALE:1/4"=1"WINTER MONTHS,OUTSIDE OF THE BVW AND BANK.=ly \oe A 2=\—381_\AN 2%I EEE—]PUBLIC ACCESS EXISTING le4AEE0=oe ==GRADE =0 THPORT,MA02675 SECTION A—A ELEVATION RONT CONSULTING|(02551020 ) CENTER STREET 17=10’(508)280-8046 4DCE#21-381 WWW.SHOREFRONTCONSULTING.COM Jor 1 sues 1