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Home My WebLink About83-1887 - Pier Ramp & FloatI I + r I �I 0, I I 1 I 117'± /j45 / 1 EXISTING PIER & FLOAT, DEP LIC NIM ocoo MAP 25 LOT 28 N/F BROWNING, BONNIE JEAN \ MAP 25 LOT 27 > N/F MEISNER CYNTHIA A C EXISTING 5'//xx20' P ERr / J / f INTFRIM APROVA/. NEV 51$4 TO BE RE I¢��ONST CTF/D At D I I� REI��OCATEjII CRAP AND ? FI IAT N INS AL D /+T TIMMMMMME OF/SURV Y) / I ,QL I XISTjING 10/ DI� 1 I IFLOAIf PILV (T B o b ID REMO ED) 3�3r� � 2 ' I 60F #8 TIDE LANE EDGE OF �1A1RSHv /3r / / 11Lr)' / I 1 \\ 1 Cb , e I/ I i 44'1 EXI LIMIT JP0�ED TED I20 i i ( OF, LAWN PR POS D X n+ I ♦( / FF�� y, i A RE OCS ED R'AP 25 LOT 26 A P M + 1 A l ♦ `♦ EX. PATIO / WALKWAY x1,942 ± SQ FT. ' I ♦ \ ♦ / 0.27 ± AC. )` 00 on PR PO ED 6'x 0' j II� I BUFFE)k - - - - AND RK - - - 1 \ RE OC TET FL ATL �\ \ ♦� f LIMIT OF bd _ - so ul TIDE LANE (40' WIDE) PARKERS Rl VER\\6\�\ � � d" � (TIDAL) 126"t rD A s1�FLD� \\\\\ \��\ o m Lij MAP 25 LOT 25 N/F MEADE, CAROL A SITE PLAN 10 5 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO MLW DATUM (CONVERTED FROM NGVD). CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. i 2. CONSTRUCTION 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 PIER, RAMP, AND FLOAT. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS ANCA AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY 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 CAN BE MECHANICALLY DRIVEN FROM THE WORKING BARGE WHERE POSSIBLE, AND OTHERWISE JETTED INTO PLACE. 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 MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE GREENHEART OR OTHER ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED FOR STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE TREATED, ACO, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL DECKING MATERIAL SHALL MAINTAIN A 3/4„ MINIMUM SPACING BETWEEN BOARDS, AND PLACED PERPENDICULAR TO THE PIER LINE TO MAXIMIZE SUNLIGHT TRANSFER TO THE MARSH. 11. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. HURRICANE BRACKETS SHALL BE STAINLESS STEEL. 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 10"0 X 40' LONG[�TOP OF FLOAT PILES -ART FLOAT PILES;(2 TOTAL) SHALL BE 14' NGVD MIN. IPROPOSED RELOCATED/RECONSTRUCTED 4'x20' PIER] �2"x6" RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ �4" SPACING; OVERLAP 1" (TYP) e I 2"X12" STRINGERS (TYP) %" THROUGH BOLT WITHDOCK WASHERS (TYP) 3"x8" YOKE; (2) TYP. 3"x B" CROSS B" GREENHEART BRACING, (TYP) PILES (TYP) B -m-7 SECTION A -A PIER DETAIL SCALE: 1/2"=1' B, 4' MAX. /2'x6" RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ 3/4" SPACING; OVERLAP 1" (TIP) I (TMxl2 STRINGERS e 3" X 8" YOKE; (2) TYP. ° e ° _ e e ° LEGEND - - - PLAN REFERENCES: MH IN 1. RECORD OWNER IS - JOSEPH J FERRARA & ELAINE FERRARA MSW , TRUSTEES OF THE BELLERIVE REALTY TRUST X -3.39 DEED BOOK 10448, PAGE 327 Cj T% PLAN BOOK 186, PAGE 33 P YARMOUTH ASSESSORS MAP 25, LOT 26 I LIMIT OF WORK/ACCESS �1 1. 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 zREGISTRY OF DEEDS IN PLAN BOOK 186 PAGE 33. Z 3. ORIGIN OF BEARINGS IS PLAN BOOK 186 PAGE 33. CD 4. ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929. C5. PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 12) PER FIRM PANEL #6 OF 7, COMMUNITY PANEL �+ NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS MLW (CONVERTED FROM NGVD 29). 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. 8. WETLAND RESOURSE AREAS SHOWN WERE FIELD IDENTIFIED BY STOREFRONT 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 10"0 X 40' LONG[�TOP OF FLOAT PILES -ART FLOAT PILES;(2 TOTAL) SHALL BE 14' NGVD MIN. IPROPOSED RELOCATED/RECONSTRUCTED 4'x20' PIER] �2"x6" RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ �4" SPACING; OVERLAP 1" (TYP) e I 2"X12" STRINGERS (TYP) %" THROUGH BOLT WITHDOCK WASHERS (TYP) 3"x8" YOKE; (2) TYP. 3"x B" CROSS B" GREENHEART BRACING, (TYP) PILES (TYP) B -m-7 SECTION A -A PIER DETAIL SCALE: 1/2"=1' B, 4' MAX. /2'x6" RAILING CAP (TYP) 2"x4" RAILING (TYP) 2"x6" DECKING W/ 3/4" SPACING; OVERLAP 1" (TIP) I (TMxl2 STRINGERS e 3" X 8" YOKE; (2) TYP. ° e ° _ e e ° LEGEND - - - EDGE OF MARSH MH IN MEAN HIGH WATER MSW , MEAN LOW WATER X -3.39 SPOT ELEVATION -2- ELEVATION CONTOUR - - PROPERTY LINE I LIMIT OF WORK/ACCESS �1 1. MARSH TREE 90' S.S. HURRICANE CLIP (TYP) Y'4" THROUGH BOLT WITH DOCK WASHERS (TYP) 8" GREENHEART PILES (TYP) ti3" 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' 2 11-4-10 REVERSED PIER LAYOUT, MOVED TO SOUTH 25' PL OFFSET MCB 1 11-2-10 CHANGED CONTOURS TO MLW DATUM, MOVED FLOAT DEEPER MCB N0, DAM REVISION g{ SHEEP ME PLAN SHOWING PROPOSED RELOCATED PIER, RAMP & FLOAT PROJECT NO. SC -3 AS SHOWN DATE 09-08-10 PROJECT JOSEPH AND ELAINE FERRARA 8 TIDE LANE YARMOUTH, MA ORAWN BY MCB EG DWWINC N0. FERRERA.DW SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-' 1 OF A Sfl e