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Home My WebLink About83-1887 - Pier Ramp & Float 2I I I � 1 I Ln ` 65 EXISTING PIER &—FLOAT, DEP LIC 117'± 4�5J MAP 25 LOT 28 N/F BROWNING, BONNIE JEAN MAP 25 LOT 27 \> N/F IA A ,l�r I / / MEISNER, 1- 1 1 N EXIPTING 5*/x20' PIER, / / INTFRIM A PROVAL NEV 5184 -TVf 1 TO BE RE ONST ',AN I' / I RE OCATE 1 SRA P AND a F ATN INS ALVEDT TIE OF/SURV Y) 1 /2 / I XIST/ING 10/ DIA � IFLOAA PILV (Tu B�j /c/ �REMOr/ED)� I /0 2 .I �OF / \ \ I 1 110 /(i�/ / EDGE OF f1F�RSHLn v / /3 / 1 \ o � e/ I I� 44'± PR RE OCC TED IE PR O i I( q A RE i POS RA IP N ^ 11 EX. V'EG. 1 ` PR PO ED 6'x 0 i 1I`: BUFFER I `\ RE OC TED FL AT �\ \ , /LIMIT OF _' '. \ 1 on we go lo/ ON 1 \\�\---�— \ A5' eL \ \ \ \ 126'11 TO EA S1\FL➢A \` A� #8 TIDE LANE N EX� LIMIT OF, LAWN / J / / M'AP 25 LOT 26 WALKWAY[ x/1,942 ± SQ FT, 0,27 ± AC. �/---- _R ---- 1 ACCESS AND RK SITE PLAN 10 5 Q 10 20 40 SCALE: 1"=20' NO TES: ) MLW DATUM (CONVERTED FROM NGVD). CONTACT SHOREFRONT CONSULTING FOR N INFORMATION AS NEEDED. SS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER OPERTY. SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE )AT. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE 3MITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND YARMOUTH CONSERVATION AUTHORITIES. ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE ITH THE MARSH. BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY OCCURRING BEYOND )UIPMENT SHALL BE STORED ON THE APPLICANTS PROPERTY DURING TIMES OF I NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT, LOW TIDE. VEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT FRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE 'N FROM THE WORKING BARGE WHERE POSSIBLE, AND OTHERWISE JETTED INTO ED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE–CONSTRUCTION 2K SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL QUIPMENT FROM THE SITE. AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE CONTOURS AND CONDITIONS. HALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. :ONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE HER ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION ABER USED FOR STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL DECKING JNTAIN A 3/4" MINIMUM SPACING BETWEEN BOARDS, AND PLACED PERPENDICULAR ., '0 MAXIMIZE SUNLIGHT TRANSFER TO THE MARSH. LL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY CONT CONSULTING. HURRICANE BRACKETS SHALL BE STAINLESS STEEL. TIDE LANE (40' WIDE) MAP 25 LOT 25 N/F MEADE, CAROL A. MAP 25 LOT 24 N/F YETMAN, KENNETH C & L❑UISE C. PATER COASTAL BANK AND LSCSF _ SALT LAND UNDER OCEAN MARSH Ex, VEG. BUFFER PROPOSED 105 X 40' LONG TOP OF FLOAT PILES :ART FLOAT PILES;(2 TOTAL) SHALL BE 14' NGVD MIN. 20 D —,Fo x 1RT PILES; X_Z2"x6" RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ JK" SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS (TYP) 3/4" THROUGH' BOLT WITH DOCK WASHERS (TYP) 3"x8" YOKE; (2) TYP. \3"x8* CROSS 8" GREENHEART BRACING, (TYP) PILES (TYP) B -� SECTION A -A PIER DETAIL SCALE: 1/2"=1' MHW = 2.9' MLW = 0.0' —3 MLW = —4.1' NGVD PROPOSED 10"0 X 16' LONG GREENHEART PILES;(2 TOTAL 30\ 40 50 60 )NG INSTALL SCREW ANCHOR AT LAST BENT TO PREVENT ICE UPLIFT SECTION A -A PIER ELEVATION SCALE: 1. — 101 H. Les; ,. �3 c"L y �M tSO.412.4 a$ AL k` 4' MAX. RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ 34" SPACING; OVERLAP 1" (TYP) I (�)" STRINGERS 3" X 8" YOKE; (2) TYP. I^ " 8 ZE PONY I 4 P L 63 a ^euwv YARMOUTH, KEY MAP NO SCALE LEGEND — PLAN REFERENCES: MHw 1. RECORD OWNER IS - JOSEPH J FERRARA & ELAINE FERRARA MLW TRUSTEES OF THE BELLERIVE REALTY TRUST X -3.39 DEED BOOK 10448, PAGE 327 —2— PLAN 186, PAGE 33 wN w YARMOUOTHKASSESSORS MAP 25, LOT 26 r g LIMIT OF WORK/ACCESS c- OF - 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. JUNE, 2010 AND COMPILED FROM PLANS ON RECORD AND A PLAN RECORDED IN THE BARNSTABLE COUNTY (l-\ _IP -1 REGISTRY OF DEEDS IN PLAN BOOK 186 PAGE 33. 3. ORIGIN OF BEARINGS IS PLAN BOOK 186 PAGE 33. O Dj 4. ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929. �ZC 5. PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 12) PER FIRM PANEL #6 OF 7, COMMUNITY PANEL MLW 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS (CONVERTED --A tj FROM NGVD 29). FROM 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS PERFORMED BY EXISTING GRADE INC. IN JUNE, 2010. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. B. WETLAND RESOURSE AREAS SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC. 9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 10. MEAN HIGH WATER ELEVATION IS 1.8' NGVD. MEAN LOW WATER ELEVATION IS -1.1' NGVD. SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 MAP 25 LOT 24 N/F YETMAN, KENNETH C & L❑UISE C. PATER COASTAL BANK AND LSCSF _ SALT LAND UNDER OCEAN MARSH Ex, VEG. BUFFER PROPOSED 105 X 40' LONG TOP OF FLOAT PILES :ART FLOAT PILES;(2 TOTAL) SHALL BE 14' NGVD MIN. 20 D —,Fo x 1RT PILES; X_Z2"x6" RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ JK" SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS (TYP) 3/4" THROUGH' BOLT WITH DOCK WASHERS (TYP) 3"x8" YOKE; (2) TYP. \3"x8* CROSS 8" GREENHEART BRACING, (TYP) PILES (TYP) B -� SECTION A -A PIER DETAIL SCALE: 1/2"=1' MHW = 2.9' MLW = 0.0' —3 MLW = —4.1' NGVD PROPOSED 10"0 X 16' LONG GREENHEART PILES;(2 TOTAL 30\ 40 50 60 )NG INSTALL SCREW ANCHOR AT LAST BENT TO PREVENT ICE UPLIFT SECTION A -A PIER ELEVATION SCALE: 1. — 101 H. Les; ,. �3 c"L y �M tSO.412.4 a$ AL k` 4' MAX. RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ 34" SPACING; OVERLAP 1" (TYP) I (�)" STRINGERS 3" X 8" YOKE; (2) TYP. I^ " 8 ZE PONY I 4 P L 63 a ^euwv YARMOUTH, KEY MAP NO SCALE LEGEND — EDGE OF MARSH MHw MEAN HIGH WATER MLW MEAN LOW WATER X -3.39 SPOT ELEVATION —2— ELEVATION CONTOUR wN w PROPERTY LINE r g LIMIT OF WORK/ACCESS c- OF - MARSH TREE 90' S.S. HURRICANE CLIP (TYP) %- THROUGH BOLT WITH DOCK WASHERS (TYP) —� 8" GREENHEART " PILES (TYP) 3" X 8" CROSS BRACING, (TYP) INSTALL SCREW ANCHOR AT LAST BENT TO PREVENT ICE UPLIFT SECTION B -B PIER ELEVATION DETAIL SCALE: 1/2"=1' 1 2 11-4-10 REVERSED PIER LAYOUT, MOVED TO SOUTH 25' PL OFFSET 1 11-2-10 CHANGED CONTOURS TO MLW DATUM, MOVED FLOAT DEEPER N0. ml REMON srEEr ME 403"LE PLAN SHOWING PROPOSEDAS RELOCATED PIER, RAMP & FL EaT No. 09 RRO m JOSEPH AND ELAINE FERR`"m� 8 TIDE LANE YARMOUTH, MA wN w O WING N0. FER! SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM c- OF -