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Home My WebLink About83-2061 - Bulkhead Reconstruction - Approved\5 W-4 N n. ,L -------- S P #11 MAP 25 PARCEL 20 P �5, PARCEL EUNN 0 IU J E HUGH Esj 7'y GAA WJLLSCP UEF HTpUy MA SLAND n�� _ DRUVEWA`Y OWER ws FBI \ \ REFER TO \ � ADJACENT PLANS FOR- CONTINUED" o / GRADING +„ O rn E$ISTING 85't TIMBER tULKHEAD; RECONSTRUCT IN AME FOOTPRINT (SEE DETAIL (2) 3" X 8' P.T. CAP; t 'LV.BOLTS (TYP) ¢' GALV. LAG BOLTS 3' O.C. (TYP) (ALTERNATE ITH CAP THRU-BOLTS (TYP) (2) 3" X 6' P.T. CAP SUPPORTS; W/ V GALV. BOLTS 0 3' O.C. (TYP) OREWARD SG 625 ETING (TYP) BULKHEAD CAP DETAIL Q ) 2r 4 SCALE: 1'=2' N85'3 p W 55.23' LANDSCAPE DECK MAP 25, PARCEL 19 JOHN F. III & CATHERINE M. MCNAMARA 75 MOORLAND ROAD SCITUATE, MA 02066 11 KELP LANE j (PUBLIC WIDE) CB/DH / (HELD) / MAP 25 PARCEL 18 0 Ov n oIj C I N O ;t O #3 -� MAP 25, PARCEL 18 / THE UL OF N/F PAF MCGRADY TR BRA?MCGRApY 7R OF 2007 NH0 S AVENUE C i I TREE, MA 02184 0 z - y Lu �- -� LEGEND 0 ECK �mw MEAN HIGH WATER ADDITIONAL ELEVATION INFORMATION AS NEEDED., W s EX. BUtK'rTcD � A\ -2- 5 6.5 SE83-186 F�000 PARKERS ` DEQE LIC #592 l S RIVER REFER TO ADJACENT PLANS FOR CONTINUED GRADING ��` EG LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE EXISTING WALKWAY PROPOSED 12' RETURNS SHALL BE RECONSTRUCTED AT THE NEW ELEVATION TO MATCH THE BULKHEAD. THE EXISTING GRAVEL DRIVEWAY SHALL BE (TIDAL) (TYP., BELOW GRADE) EBB - 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS PROPERTY AND FROM A WORKING BARGE EQUIPMENT SHALL BE SITE PLAN (PROPOSED) 10 5 Q 10 20 40 SCALE: 1"=20' EXISTING BULKHEAD (TO BE REPLACED PROPOSED GRADE EL 6.5PROPOSED NEW MNYL BULKHEAD (APPROX. 39t CU. YDS.) \ 41T.O.W. = 7.0' NAVD88 (SEE DETAIL) EXISTING GRADE \1 Ile (9140 �s �s • h I Ont NO N +'r? + (O + O t0 O (V O CONSTRUCTION NOTES: N LEGEND 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR �mw MEAN HIGH WATER ADDITIONAL ELEVATION INFORMATION AS NEEDED., W s MEAN LOW WATER -2- _ 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF THE FAILING 6.5 PROPOSED GRADE TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD g SHALL HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE PROPERTY UNE raalccr ao. 3G-71 SrvE AS SHOWN TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 39 t CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE raa�a JOHN 8c CATHERINE MCNAMARA 7 KELP LANE YARMOUTH, MA TO FILL THE AREA BEHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE NEW RETURNS SHALL BE CONSTRUCTED AT A ��` EG LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE EXISTING WALKWAY �Jl SHALL BE RECONSTRUCTED AT THE NEW ELEVATION TO MATCH THE BULKHEAD. THE EXISTING GRAVEL DRIVEWAY SHALL BE WIDENED FOR BOAT STORAGE AS SHOWN. THERE IS ALSO A PROPOSED 6'x14' STORAGE SHED NTH A 12 -FOOT MADE BY 18 -FOOT LONG DECK EXPANSION ON THE EAST SIDE AS SHOWN. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE WORK FOR THE NEW SHEETING. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS PROPERTY AND FROM A WORKING BARGE EQUIPMENT SHALL BE Ont NO N +'r? + (O + O t0 O (V O CONSTRUCTION NOTES: N LEGEND 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR �mw MEAN HIGH WATER ADDITIONAL ELEVATION INFORMATION AS NEEDED., W s MEAN LOW WATER -2- _ 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD IN THE SAME FOOTPRINT OF THE FAILING 6.5 PROPOSED GRADE TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. THE NEW BULKHEAD g SHALL HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER LANDING SHALL BE PROPERTY UNE raalccr ao. 3G-71 SrvE AS SHOWN TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 39 t CUBIC YARDS OF CLEAN FILL SHALL BE BROUGHT ON SITE raa�a JOHN 8c CATHERINE MCNAMARA 7 KELP LANE YARMOUTH, MA TO FILL THE AREA BEHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE NEW RETURNS SHALL BE CONSTRUCTED AT A ��` EG LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE EXISTING WALKWAY �Jl SHALL BE RECONSTRUCTED AT THE NEW ELEVATION TO MATCH THE BULKHEAD. THE EXISTING GRAVEL DRIVEWAY SHALL BE WIDENED FOR BOAT STORAGE AS SHOWN. THERE IS ALSO A PROPOSED 6'x14' STORAGE SHED NTH A 12 -FOOT MADE BY 18 -FOOT LONG DECK EXPANSION ON THE EAST SIDE AS SHOWN. THE EXISTING PILES CAN REMAIN TO PROVIDE FALSE WORK FOR THE NEW SHEETING. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANTS PROPERTY AND FROM A WORKING BARGE EQUIPMENT SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. L l� V J LOCUS O C S 4. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 5. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL THE SHEET PILING MAY BE DRIVEN 1 BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD SG -625, WITH 15 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL YARMOUTH, MA DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. 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 NO EDM,p AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH �SH. 13� CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK (4D. • 4 10. ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. y IDE Z � - m Y, G�L85� 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD NOT FOR STRUCTURAL SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE I COATING TO PREVENT CORROSION. SURVEY NOTES: 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. 1. RECORD OWNER: MCNAMARA JOHN F III 2't MCNAMARA CATHERINE M req I►�s ,(2�� s b��-fey c� .:1 bu4�klQQc�. H: 1"=1' SECTION A -A (ELEVATION �� Q 10 ?O SCALE- 1'=10' 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 5 Q 1 4 SCALE: 1"=2' TOP OF WALL ELY NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCED FILL = 10 FEET TO MUDUNE. SEE DETAIL (AW -1075 FILL AND GRADE TO WITHIN 6" OF T.O.W. ALUMINUM CAP OPTIONAL) 20' MINIMUM EMBEDMENT PROPOSED CONT. GREENHEART 8' X 8' SHALL DEVELOP 18K MIN. PROPOSED GRADE PROPOSED CONT. P: 2 X 6 BACK WALE EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 U¢' X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRA11ON ANCHOR WALE (UC -6 STR COMPOSITE WALE OPTIONAL) 1' DOCK WASHERS 1'0 THREADED ROD ADAPTER af�ll�Cd SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM 12.5 PROPOSED SHOREWARDANCHOR FORCE PER ANCHOR SG 625VINYL SHEETING, 15 FEET LONG (MIN).BULKHEAD ELEVATION DETAIL ,o SCALE: 1 "=5' ZI KEY MAP 1" = 800' LEGEND �mw MEAN HIGH WATER MLw ,,,.I... MEAN LOW WATER -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE er PROPERTY UNE 75 MOORLAND ROAD SCITUATE, MA. 02066 DEED BOOK 26261 PG. 88 PLAN BOOK 181 PG. 125 2. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 19, AND APPEARS TO LIE WITHIN THE RESIDENTIAL 25 DISTRICT PER THE TOWN OF YARMOUTH ZONING MAP. 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED DECEMBER 2015, LINES OF OCCUPATION, AND FOUND MONUMENTAl10N. 4. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125, RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 5. ORIGIN OF ELEVATIONS ARE BASED ON FIRM MARK RM 27 ELEVATION 7.48' NGVD, CONVERTED TO NAVD 88. 6. PARCEL APPEARS TO LIE WITHIN THE AE (0. =11') AND AE (EL=12') FLOOD ZONES PERFIRM MAP 25001 PANEL 88 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 7. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED IN DECEMBER, 2015 AND JANUARY 2016, AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 8. 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.74 16 9. NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP BOUNDARY AND -THEREFORE WALL -NOT BE --SUBJECT TO MESA REVIEW: ' r .E_ � I T II zo(o 1 I 1 4/3/16 REVISED TO RECONSTRUCT TN §AME FOOTPRINT - --`MCB ra. wre Asan er PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION raalccr ao. 3G-71 SrvE AS SHOWN � 4/17/16 raa�a JOHN 8c CATHERINE MCNAMARA 7 KELP LANE YARMOUTH, MA owaM ar MCB ��` EG owwnlc No. KELP LANEDWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (506) 260-8046 WWW.SHOREFRONTCONSULTING.COM c_1 � of -1 sans zo(o 1