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HomeMy WebLinkAboutSite planSaint Pius X Parish Gp|X Cary J /oPA“7 :SURVEY NOTES:4,Ya =oh/? Xi ne /2 %%.r #F ak a|Cpa,\1.RECORD OWNER(S):5 E *7 4ER/MATTHEW P.AND SARAH S.FITZSIMMONS &)14 ROADS END,SOUTH YARMOUTH,MA 02664 5 :DEED BOOK 31743,PAGE 238 >3ig(PLAN BOOK 109,PAGE 67 J we ;qJ(2.ELEVATIONS REFER TO NORTH AMERICAN w %\pr 11 VERTICAL DATUM OF 1988 (NAVD 88).By s v 1 Z J yo armbassador Ion &$4:tr 3.PROPERTY IS SHOWN ON YARMOUTH =ASSESSORS MAP 69,PARCEL 43 aE SelBENCHMARK:\4.PARCEL LIES WITHIN FEMA FLOOD ZONE X vw x cui Pe Oe,P CRN RAF PATIO \(0.2 PCT ANNUAL CHANCE FLOOD HAZARD)AS i 2 ;-=)SHOWN ON COMMUNITY PANEL #25001C0587J LT Hearth n Kettie @) PLE Lge (NAVDES)DATED 7/16/2014.:ots8.75.DATUM FOR ALL ELEVATIONS =NAVD 88 AZ PERE ORDINARY HIGH WATER (OHW)=6'NAVD 88 OBSERVED WATER LEVEL =7.1"NAVD B8 LOCUS M Ar NOT TO SCALE6.SITE IS LOCATED WITHIN AQUIFER PROTECTION DISTRICT. 7.THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJECT TO MESA REVIEW.LEGEND we we we EDGE OF BVW VEGETATION __OHW _ORDINARY/HISTORIC WATER LEVEL .——.OBSERVED WATER LEVEL ——2——ELEVATION CONTOUR PROPERTY LINE w=wes wm LIMIT OF WORK/ACCESSvyTOPOFINLANDBANK CONSTRUCTION NOTES: 1.ELEVATIONS REFER TO NAVD88.CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2.INSTALLATION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 3.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE DOCK.THE DOCK CAN BE ASSEMBLED IN THE UPLAND AND CARRIED IN SECTIONS TO THE WATERFRONT,WHERE ONLY HEIGHT ADJUSTMENTS AND LEVELING ARE NECESSARY.ALL WORK SHALL COMPLY WITH THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. EX.(3)STEERS BE WREFLACED WITH Sra OHW =EL.6.0 PRE-CONSTRUCTION CONTOURS AND CONDITIONS.:i |||M J)OF WORK AN D ACCESS 6.THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE 4.ALL AREAS DISTURBED DURING INSTALLATION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. LONG POND 2 REPLACED WITH GRANITE |:L STEPS TO BE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK.a re 7.THE DOCK SHALL BE STORED ON THE APPLICANT'S UPLAND AREA DURING THE WINTER MONTHS,A GREAT OUTSIDE OF THE BVW AND INLAND BANK.POND:ER —Se 8.THE EXISTING DECK,HANDRAIL,STEPS AND LOWER LANDING ARE PROPOSED TO BEad:a RECONSTRUTCED IN KIND,WITH NO EXPANSION. SITE PLAN (PROPOSE D)9,THE THREE EXISTING "FLAGSTONE"STEPS EAST OF THE DOCK SHALL BE REBUILT WITH GRANIT M 5 10 0 10.THERE IS SOME POISON IVY ALONG THE EDGE OF THE WATERFRONT THAT IS PROPOSED TO BE REMOVED USING GOATS FROM GOAT GREEN OF CAPE COD. 1"=10’ PROPOSED (4)FIXED SECTIONS:44 FEET TOTAL 4x10 4x12’[4’'x12’|4’x10’ N PUBLIC ACCESS STEPS DATE DANEL A OUALA,PE,PLS DOCK SECTION A—-A =; NO PART OF THIS DRAWING MAY BE USED BY ANY 1"=10 PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF DOCK EXTENDS SHOREFRONT CONSULTING AND 17+29'+BEYOND OHW DOWN CAPE ENGINEERING,INC. INLAND INLAND [=~ (BUFFER ZONE)|BANK=BEACH LAND UNDER GREAT POND¥29"BEYOND BEACH ——] 2 E HISTORIC HIGH WATER (HHW) 3 ml : LEVEL =7.2°NAVD88 n 22 SEASONAL BOOK SECTIONS \OBSERVED WATER LEVEL 7'NAVDB8 &=(4 TOTAL,44°OVERALL) &Th DECK HEIGHT =7.7°%ORDINARY HIGH WATER (OHW)a BE Ts ies ie 5 £5 LEVEL =6.0'NAVDS8 chAERIALSITEPLAN—EXISTING AND PROPOSED ERs 1 omy \Hi lm ew Ee izeB®wo ©EERE |PLAN SHOWING PROPOSED 1"=30"x PE.Eii8 SEASONAL DockPUBLICACCESSBDcrencias~1 =0 STEPS id Eedrsa2"¢ALUM.SUPPORT POLES ExsTING /i 2"x6”ol is hi aE Fl .|—i "DOWN CAPE ENGINEERING|ALUMINUM FRAME (TYP)—5 —5 a BST es ; 0 -i iA 100 =362-4541 -Er Em SECTION A=A ELEVATION “SHOREFRONT CONSULTING 280 CENTER STREET DOCK SECTION PLAN VIEW DOCK SECTION ELEVATION r=DENIS PORT.uA.02639 SCALE:1/4"=1"iE WWW.SHOREFRONTCONSULTING.COMSCALE:1/4"=1"DCE #23-042