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Home My WebLink AboutRev Plan 1 _ 2-24-22SITE PLAN (EXIST16LGJ 10 5 0 10 20 40 SCALE: 1 "=20' LSCSF TOP OF EXISTING BULKHEAD @ EL. 5.0' (RECONSTRUCT IN SAME FOOTPRINT BUT RAISED UP 1 FT); SEE NOTE- 13 AND DETAILS. T.O.W. = 6.0' EXISTING 8"x8" RAIL ROAD 6 PLANTS; TIE'S ® EDGE OF 10' �4' GRAVEL GRAVEL BUFFER 1 6 EX. GRADE LAWN AREAIV7"W 2 -0 -4 -6 -8 O -10 I I CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO MLW. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. SCOPE OF WORK CONSISTS OF RECONSTUCTING AN EXISTING PERMITED AND LICENSED BULKHEAD IN THE SAME FOOTPRINT, BUT REAISED UP 1 FOOT IN ELEVATIONS. THE EXISTING GRAVEL BUFFER WILL REMAIN, BUT SHALL BE RAISED UP 1 FOOT ALSO, WITH THE SITE REGRADED AFTER THE CONSTRUCTION IS COMPLETE. NO CHANGES TO THE LICENSED CONFIGURATION ARE PROPOSED. THE EXISTING TIMBER LANDING SHALL BE TEMPORARILY REMOVED AND REPLACED. 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY AND FROM A WORKING BARGE. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 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 THE UPLAND OR A WORKING BARGE AS MUCH AS PRACTICAL. THE SHEET PILING MAY BE DRIVEN BY A SMALL EXCAVATOR ON THE LANDWARD SIDE OF THE BULKHEAD. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE BOTTOM. 6. VINYL SHEETING SHALL BE SHOREGUARD CL-9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20. SHEETING SHALL BE 16-FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTOFF. 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 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 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. V1=7 S. YARMOUTH, MA PLAN NOTES: 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD 1. RECORD OWNER: SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE PATRICIA A. DRENZEK COATING TO PREVENT CORROSION. NEW ANCHORS MAY BE INSTALLED AT THE DESCRETION OF SHOREFRONT CONSULTING, THE 94 GREENWICH ROAD CONTRACTOR, AND THE PROPERTY OWNER. WARE, MA 01082 DEED BOOK 17590, PAGE 33 13. REFER TO STRUCTURAL PLANS PROVIDED BY SHOREFRONT CONSULTING AND STAMPED BY MARK McKENZIE, P.E.. FOR THE 8-FOOT HIGH BULKHEAD DESIGN. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS ASSESSORS MAP 25, PARCEL 11 NO LONGER AVAILABLE. THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16 4• THEREFORE THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED IN ADDITION THE ANCHOR WALE SHALL 1/INr LEGEND MH^ MLW -2- MEAN HIGH WATER MEAN LOW WATER ELEVATION CONTOUR PROPERTY LINE LIMIT OF WORK/ACCESS BE CHANGED FROM THE 6"X8" TO AN 8"X8" GREENHEART BEAM. ALL JOINTS SHALL BE SHIPLAPPED. 2. RECORD PLANS; 1) LICENSE 4516, PLAN SHEET 1, ISSUED IN 1994. 14. THE EXISTING 10' WIDE GRAVEL BUFFER BEHIND THE BULKHEAD SHALL BE RESTORED, BUT RAISED UP BY 1 FOOT. SIX FEET 2) "PLANS ACCOMPANYING PETITION OF JAMES AND CHARLOTTE LIZAK TO OF THE BUFFER AGAINST THE LAWN WILL BE PLANTED IN ACCORDANCE WITH THE PLANTING PLAN. THE REMAINING 4 FEET CONSTRUCT AND MAINTAIN A WOOD PILE AND TIMBER BULKHEAD, OF BUFFER WILL REMAIN GRAVEL UP AGAINST THE BULKHEAD. PLATFORM, RAMP, AND FLOATS IN OVER THE WATERS OF A LAGOON OFF 15. RETURNS SHALL BE REPLACED AS NECESSARY TO SEAL THE ENDS OF THE BULKHEAD AGAINST ABUTTING STRUCTURES AND PARKER'S RIVER (SOUTH) YARMOUTH, MASS." DATED JULY 21, 1994, BY PREVENT EROSION. RETURNS SHALL BE INSTALLED AT GRADE, BELOW THE NEW WALL HEIGHT. DOWN CAPE ENGINEERING, INC., PLANTING SCHEDULE PLANT LIST (480t sq. ft.) S. YARMOUTH, MA PLAN NOTES: 12. THE EXISTING ANCHORS SHALL BE INSPECTED, PULL TESTED, EVALUATED AND RE -USED WHERE POSSIBLE. NEW TIE ROD 1. RECORD OWNER: SECTIONS SHALL BE WELDED ONTO THE EXISTING USABLE SECTIONS AND WRAPPED OR COVERED WITH A PROTECTIVE PATRICIA A. DRENZEK COATING TO PREVENT CORROSION. NEW ANCHORS MAY BE INSTALLED AT THE DESCRETION OF SHOREFRONT CONSULTING, THE 94 GREENWICH ROAD CONTRACTOR, AND THE PROPERTY OWNER. WARE, MA 01082 DEED BOOK 17590, PAGE 33 13. REFER TO STRUCTURAL PLANS PROVIDED BY SHOREFRONT CONSULTING AND STAMPED BY MARK McKENZIE, P.E.. FOR THE 8-FOOT HIGH BULKHEAD DESIGN. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS ASSESSORS MAP 25, PARCEL 11 NO LONGER AVAILABLE. THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16 4• THEREFORE THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED IN ADDITION THE ANCHOR WALE SHALL 1/INr LEGEND MH^ MLW -2- MEAN HIGH WATER MEAN LOW WATER ELEVATION CONTOUR PROPERTY LINE LIMIT OF WORK/ACCESS BE CHANGED FROM THE 6"X8" TO AN 8"X8" GREENHEART BEAM. ALL JOINTS SHALL BE SHIPLAPPED. 2. RECORD PLANS; 1) LICENSE 4516, PLAN SHEET 1, ISSUED IN 1994. 14. THE EXISTING 10' WIDE GRAVEL BUFFER BEHIND THE BULKHEAD SHALL BE RESTORED, BUT RAISED UP BY 1 FOOT. SIX FEET 2) "PLANS ACCOMPANYING PETITION OF JAMES AND CHARLOTTE LIZAK TO OF THE BUFFER AGAINST THE LAWN WILL BE PLANTED IN ACCORDANCE WITH THE PLANTING PLAN. THE REMAINING 4 FEET CONSTRUCT AND MAINTAIN A WOOD PILE AND TIMBER BULKHEAD, OF BUFFER WILL REMAIN GRAVEL UP AGAINST THE BULKHEAD. PLATFORM, RAMP, AND FLOATS IN OVER THE WATERS OF A LAGOON OFF 15. RETURNS SHALL BE REPLACED AS NECESSARY TO SEAL THE ENDS OF THE BULKHEAD AGAINST ABUTTING STRUCTURES AND PARKER'S RIVER (SOUTH) YARMOUTH, MASS." DATED JULY 21, 1994, BY PREVENT EROSION. RETURNS SHALL BE INSTALLED AT GRADE, BELOW THE NEW WALL HEIGHT. DOWN CAPE ENGINEERING, INC., PLANTING SCHEDULE PLANT LIST (480t sq. ft.) QUANTITY(±) HEIGHT WIDTH POT SIZE SPACING COVERAGE (SQ.FT) PURPLE LOVE GRASS 52 1'-2' .5'-1' PLUG/SEED 2' 52 POVERTY GRASS 30 1'-2' .5-1.5' PLUG/SEED 3' 68 BEARBERRY 10 12" 4' 4" POT 12" O.C. 160 CREEPING JUNIPER 5 12" 4' 1-3 GALLON 3'-5' 80 SEASIDE DAISIES 30 .5'-1' 1'-2' 2" POT 3' 120 NOTE: QUANTITIES SHOWN HERE ARE APPROXIMATE AND CAN BE ADJUSTED AS LONG AS THE TOTAL SQUARE FOOT COVERAGE EQUALS 480t SQUARE FEET. OTHER PLANT SPECIES CAN BE SUBSTITUTED WITH CONSERVATION APPROVAL. LAND UNDER OCEAN - PROPOSED FENDER PILES TO REPLACE PIPE PILES (3 TOTAL) TOP OF PILE 2' ABOVE BLKD EXISTING LANDING EXISTING RAMP & FLOATS 6 �I 4 y MHW = 2.5' 2 (FORCED) 0 MLW= -0.0' -2 A EX. GRADE (VARIES ALONG BOTTOM OF WALL) O O CV r7 O O H: 1"=10' PROFILE A -A (EXISTING 5 0 5 10 20 SCALE: 1 "=10' 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. PROPOSED CONT. P.T. 2" X 6" BACK WALE D�x / EXCAVATE TO FACILITATE I INSTALLATION OF TIE BACK -6 NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR _8 TYPE SS5 1 2" X 5' WITH 8", 10", & 12" FLIGHTS -10 ® 7'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM OIt ANCHOR FORCE PER ANCHORTf O law 2't 8"x8" II ANCHOR WALE 2" X 6" 11 BACK WALE PROPOSED SHOREGUARD CL 9900 VINYL SHEETING, 16' LONG MINIMUM PROPOSED %" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 7' SPACING, (TYP) 7'f BULKHEAD PLAN VIEW DETAIL 5 0 1 2 4 SCALE: 1 "=2' TOP OF WALL SHALL BE 6" MIN. ABOVE EXISTING GRADE PROPOSED CAP; SEE DETAIL J- PROPOSED CONT. GREENHEART 8" X 8" 2f ANCHOR WALE; (SHIPLAP ALL JOINTS) �1" DOCK WASHERS 1"0 THREADED ROD ADAPTER PROPOSED SHOREGUARD CL 9900 VINYL SHEETING, 20 FEET LONG BULKHEAD ELEVATION DETAIL 2.5 0 2.5 5 10 SCALE: 1 "=5' 2%8" j I 2" X8" x 00 _x N N CAP TOP VIEW (ALTERNATE) CAP TOP VIEW (2) 3" X 8" P.T. CAP; W/ )'- GALV. BOLTS 3' O.C. (TYP) Yz" GALV. LAG BOLTS 3' O.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP SUPPORTS; W/ Y" GALV. BOLTS @ 3' O.C. (TYP) SHOREGUARD CL 9900 SHEETING (TYP) BULKHEAD CAP DETAIL 5 0 1 2 4 SCALE: 1 "=2' EXISTING CONDITIONS ON SITE WERE VERIFIED IN THE FIELD BY SHOREFRONT CONSULTING IN MAY 2021. NO INSTRUMENT SURVEY WAS PERFORMED. 3. PARCEL APPEARS TO LIE WITHIN THE FLOOD ZONE AE (EL=11) PER FIRM MAP 25001 CO588 J, PANEL 588 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 4. THE PROPOSED WORK LIMITS DO NOT APPEAR TO BE WITHIN A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO MESA REVIEW. TIDAL ELEVATIONS: MEAN HIGH WATER = 2.5 (MLW DATUM) MEAN LOW WATER = 0.0 (MLW DATUM) SOURCE: LICENSE PLAN 4516 (1994) NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND TECHNICAL DESIGNS IMAGING 1 2/24/22 ADDED PLANTING LIST TO BUFFER STRIP MCB NO. DATE REVISION BY SHEET TITLE SKETCH PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION PROJECT NO. SC-202 SCALE AS SHOWN DATE 8/12/21 PROJECT PATRICIA DRENZEK 11 SWORDFISH DRIVE SOUTH YARMOUTH, MAI DRAWN BY GAM CHECKED BY MCB DRAWING NO. DRENZEK.DWG TECHNICAL DESIGNS IMAGING 775 MAIN STREET, SUITE A2 WEST DENNIS, MA 02670 (508) 360-7506 https://draftmaster001.wixsite.com/-tdi SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM c 1 OF SHEETS