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HomeMy WebLinkAbout83-2061 - Bulkhead Reconstruction - OldX11 MAP 25 PARCEL 20 25, , PARCEL •, Ty SnTRS SL�UEt IS IS ALL Cpl HTO MA 09)i.. GRAVE[ Q IlK PROPOSED 85't VINYL / BULKHEAD, 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/ Xz" GALV. BOLTS 0 3' O.C. (TYP) OREGUARD SG 625 ETING (TYP) BULKHEAD CAP DETAIL 4 ? 2 4 SCALE: 1'=2' EXISTING BULKHEAD (TO RI PROPOSED GRADE EL 6.5 (APPROX. 39f C). YDS) EXISTING GRADE DECK N85.39'10"W 55.23' LANDSCAPE MAP 25, PARCEL 19 JOHN F. III do CATHERINE M. MCNAMARA 75 MOORLAND ROAD SCITUATE, MA 02066 w CK 1 0 ----- `EX. BUtrT-rLX! `, SE83-186 DEQE LIC #592 PROPOSED 12' RETURNS (TYP., BELOW GRADE) KELP LANE (PUBLIC - 40' WIDE) CB/DH / (HELD) 0 O O N Q; O; In O /j Q 1 N O /C 0 voi I MAP 25 PARCEL 18 3 _j I MAP 25, PARCEL 18 I PAUL F MCGRADY TR THE P MCGRADY TR OF 132 HOLLIS AVENUE 2007 BRAINTREE, MA 02184 L.0 z l_ Li SITE PLAN (PROPOSED) 10 4 10 20 40 SCALE: 1"=20' TING PILES (TO REMAIN) PROPOSED NEW VINYL BULKHEAD T.O.W. = 7.0' NAMM (SE= DETAIL) -1 -1 "11 _ -14 +In +`° + O c0 O N O H: 1"=1' SECTION A -A (ELEVATION) 5 ' 4 to �o SCALE: 1"=10' / 1 REFER TO ADJACENT PLANS FOR CONTINUED GRADING i CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR fr1 FLOOD PARKERS 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE RIVER _ FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. S (HEAL) E� m SITE PLAN (PROPOSED) 10 4 10 20 40 SCALE: 1"=20' TING PILES (TO REMAIN) PROPOSED NEW VINYL BULKHEAD T.O.W. = 7.0' NAMM (SE= DETAIL) -1 -1 "11 _ -14 +In +`° + O c0 O N O H: 1"=1' SECTION A -A (ELEVATION) 5 ' 4 to �o SCALE: 1"=10' / 1 REFER TO ADJACENT PLANS FOR CONTINUED GRADING i CONSTRUCTION NOTES: N 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR fr1 ADDITIONAL ELEVATION INFORMATION AS NEEDED. W E � 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY IN FRONT OF THE w _ FAILING TIMBER BULKHEAD AND INCREASING THE HIEGHT BY 1.5 FEET TO ELEVATION 7' NAVD88. S �7 ���� THE NEW BULKHEAD SHALL HAVE 12 -FOOT RETURNS OR AS APPROVED BY APPLICANT. THE EXISTING TIMBER m LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. APPROXIMATELY 39 f CUBIC YARDS OF CLEAN FILL SHALL BE GAY-gs� BROUGHT ON SITE TO FILL THE AREA BEHIND THE NEW WALL TO ELEVATION 6.5' NAVD88. THE NEW RETURNS SHALL BE DPriNN W MCB _ CONSTRUCTED AT A LOWER HEIGHT THAN THE NEW WALL SO THAT THEY ARE HIDDEN BELOW THE PROPOSED GRADE. THE (J1 EXISTING WALKWAY SHALL BE RECONSTRUCTED AT THE NEW ELEVATION TO MATCH THE BULKHEAD. THE EXISTING GRAVEL GUARD DRIVEWAY SHALL BE WIDENED FOR BOAT STORAGE AS SHOWN. THERE IS ALSO A PROPOSED 6'x12' STORAGE SHED WITH A 10 -FOOT WIDE BY 18 -FOOT LONG DECK EXPANSION ON THE EAST SIDE AS SHOWN. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPUCANT'S 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. ('I LOCUS 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 ,e 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 KITH 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 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. 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. KEY MAP 1" = 800' LEGEND ,,M MEAN HIGH WATER , , , ML11`, , , MEAN LOW WATER -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE 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 PROPERTY UNE COATING TO PREVENT CORROSION. a 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. SURVEY NOTES: 1. RECORD OWNER: -- 2'f MCNAMARA JOHN F III / MCNAMARA CATHERINE M 75 MOORLAND ROAD SCITUATE, MA 02066 i F :jam•.-��s�,_ fr1 Z 2 � Y� w NO. D� E - m 1P � GAY-gs� L_N DPriNN W MCB �Dy EG DMNiXt ND, KELP LANEDWG KEY MAP 1" = 800' LEGEND ,,M MEAN HIGH WATER , , , ML11`, , , MEAN LOW WATER -2- ELEVATION CONTOUR 6.5 PROPOSED GRADE 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 PROPERTY UNE COATING TO PREVENT CORROSION. a 13. REFER TO STRUCTURAL PLANS PROVIDED BY TRANSITION ENGINEERING, INCORPORATED. SURVEY NOTES: 1. RECORD OWNER: -- 2'f MCNAMARA JOHN F III / MCNAMARA CATHERINE M 75 MOORLAND ROAD SCITUATE, MA 02066 i F \ 15' LONG J[ ILL IIIY V, / 15' LONG MIN. PROPOSED �" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 15 4 1 2 4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCED FILL = 10 FEET TO MUDLINE. SEE DETAIL (AW -1075 FILL AND GRADE TO WITHIN 6" OF T.O.W. ALUMINUM CAP OPTIONAL) 20' MINIMUM EMBEDMENT PROPOSED CONT. SHALL DEVELOP 18K MIN. GREENHEART 8" X 8" PROPOSED CONT. P.T. ANCHOR WALE (UC -6 STR PROPOSED GRADE 2" X 6" BACK WALE \ COMPOSITE WALE OPTIONAL) \\ EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ' ANCHOR FORCE PER ANCHOR BULKHEAD ELEVATION DETAIL 1" DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE- "'--'� PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). 2.5 4 2s 5 to SCALE: 1"=5' 0 DEED BOOK 26261 PG. 88 PLAN BOOK 181 PG. 125 Z. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 19, AND APPEARS TO UE 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, ONES OF OCCUPATION, AND FOUND MONUMENTATION. 4. ORIGIN OF BEARINGS IS PLAN BOOK 181 PACE 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 UE WITHIN THE AE (EL -11') AND AE (EL -12') FLOOD ZONES PER FIRM 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 07HER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 9. NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. :jam•.-��s�,_ �I �. .I r •�� I • �,• I■II w NO. D� E sIM TDIE PLAN SHOWING ROPO ED BULKHEAD RE NSTR CTION PROD= IIu SC -71 � AS SHOWN DATE 4/17/16 PRO= JOHN & CAT ERINE CNAMARA 7 KELP LANE YARMOUTH, MA DPriNN W MCB �Dy EG DMNiXt ND, KELP LANEDWG ONESULTING / DENNIA. 02639 SHORE) . RODN?FRONTCONSULTING.COM (5-8046 WWW.SHOR GUARD \ 15' LONG J[ ILL IIIY V, / 15' LONG MIN. PROPOSED �" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYI 6' MAX. (USE EXISTING DEADMAN PREFERRED) BULKHEAD PLAN VIEW DETAIL 15 4 1 2 4 SCALE: 1"=2' TOP OF WALL, EL 7' NAVD88. PROPOSED TIMBER CAP; MAXIMUM UNBALANCED FILL = 10 FEET TO MUDLINE. SEE DETAIL (AW -1075 FILL AND GRADE TO WITHIN 6" OF T.O.W. ALUMINUM CAP OPTIONAL) 20' MINIMUM EMBEDMENT PROPOSED CONT. SHALL DEVELOP 18K MIN. GREENHEART 8" X 8" PROPOSED CONT. P.T. ANCHOR WALE (UC -6 STR PROPOSED GRADE 2" X 6" BACK WALE \ COMPOSITE WALE OPTIONAL) \\ EXCAVATE TO FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1V X 5' WITH 8" & 10" FLIGHTS 0 6'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM ' ANCHOR FORCE PER ANCHOR BULKHEAD ELEVATION DETAIL 1" DOCK WASHERS 1"0 THREADED ROD ADAPTER EXISTING GRADE- "'--'� PROPOSED SHOREGUARD SG 625 VINYL SHEETING, 15 FEET LONG (MIN). 2.5 4 2s 5 to SCALE: 1"=5' 0 DEED BOOK 26261 PG. 88 PLAN BOOK 181 PG. 125 Z. PROPERTY IS SHOWN ON ASSESSORS MAP 25, PARCEL 19, AND APPEARS TO UE 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, ONES OF OCCUPATION, AND FOUND MONUMENTATION. 4. ORIGIN OF BEARINGS IS PLAN BOOK 181 PACE 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 UE WITHIN THE AE (EL -11') AND AE (EL -12') FLOOD ZONES PER FIRM 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 07HER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 9. NONE OF THE PROPOSED WORK ARE LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. NO. D� E sIM TDIE PLAN SHOWING ROPO ED BULKHEAD RE NSTR CTION PROD= IIu SC -71 � AS SHOWN DATE 4/17/16 PRO= JOHN & CAT ERINE CNAMARA 7 KELP LANE YARMOUTH, MA DPriNN W MCB �Dy EG DMNiXt ND, KELP LANEDWG ONESULTING / DENNIA. 02639 SHORE) . RODN?FRONTCONSULTING.COM (5-8046 WWW.SHOR C-1 1 DP 1 SH"