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Home My WebLink AboutApproved Site Plan 6.3.2026y /F 'O EXI STIN G (NO WORK s►% GRAVE DRIVE AY TO d GRAVEL ' IVEWA :- vM T OPO D) i a -- 01 C`. .�_. N /F YETMAN KENNETH C 137 PAWKANNAWKUT DR SOUTH 55555 P,\S, YARMOUTH, MA 02664 AREA OF AA `_ 5 EX. 2' GR VEL BUF R TO` REMA 6,. BENCHMAR TOP OF WAL 5.1' NAVD8 p,GcE S�\N+1.�� WpR SITE PLAN (EXISTING AND PROPOSED, 10 5 q 10 20 40 1 "=20' 2"x8" " co 2"x8" _" N N 2"x8" CAP TOP VIEW CAP TOP VIEW (ALTERNATE) lob 9 T No p �2 v UN T OF WAL 5.1'f EXISTING 73' ` BULKhc-AD TO E ONSRUCTED IN KIND (2) 2" X 8" P.T. CAP; W/ )!r GALV. BOLTS 0 3' O.C. (TYP) GALV. LAG BOLTS ® 3' Q.C. (TYP) (ALTERNATE WITH CAP THRU-BOLTS (TYP) (2) 2" X 4" P.T. CAP SUPPORTS; W/ X" GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD CL 9900 SHEETING (TYP) BULKHEAD CAP DETAIL 5 Q 1 2 4 SCALE: 1 "=2' TOP OF WALL SHALL BE 5.6' (6" HIGHER THAN EXISTING), MAXIMUM UNBLANCED FILL= 10 FEET, • N /F CAPE COD OZ PROPERTY II LLC 9 AVENUE AT PORT IMPERIAL #414 WEST NEW YORK, NJ 07093 2't CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. THE SCOPE OF WORK CONSISTS OF RECONSTRUCTING AN EXISTING PERMITTED BULKHEAD IN THE SAME LOCATION, AND RAISING UP 6 INCHES TO PREVENT SILTATION INTO THE RIVER, THE EXISTING LANDING WILL BE REMOVED TEMPORARILY, AND THEN REPLACED. THE EXISTING "NAVY" PILES AT BULKHEAD CAN BE REMOVED WITH THE DECK SUPPORTED BY THE BULKHEAD ON THAT SIDE AT THE APPLICANT'S OPTION. IF THE PILES REMAIN, THEY CAN BE USED AS THE FALSEWORK FOR THE NEW BULKHEAD TO MAINTAIN ALIGNMENT. 3. THE RETURNS ON BOTH ENDS OF THE WALL SHALL EXTEND LANDWARD TO MATCH EXISTING. 4. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY OR 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. 5. 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. 6. 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. 7. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONDITIONS. 8. 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. 9. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 10. ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY. 11. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10' ENGINEERED VINYL BULKHEAD", BY SHOREFRONT CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS 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. THE DESIGN ANCHOR SPACING IS 7 FEET, WHERE 6 FEET SHALL BE USED. ALL CHANGES ARE MORE CONSERVATIVE THAN THE ORIGINAL DESIGN. 12. THERE SHALL BE 6 INCHES OF CLEARANCE BETWEEN THE GRADE DIRECTLY BEHIND THE BULKHEAD AND THE TOP OF THE BULKHEAD. PROPOSED SHOREGUARD CL 9900 VINYL SHEETING, �\ 20' LONG MINIMUM PROPOSED %4" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYP) 6't 10-F00TBULKHE1AlD PLAN VIEW DETAIL PROPOSED CAP; SEE DETAIL 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. ZPROPOSED CONT. GREENHEART PROPOSED CONT. P.T. 8"x8" ANCHOR WALE EXISTING GRADE 3"x6" BACK WALE 1 1" DOCK WASHERS EXCAVATE TO \ 1 "0 THREADED FACILITATE ROD ADAPTER INSTALLATION OF TIE BACK NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 1Y" X 5' WITH 8" & 10" and 12" FLIGHTS ® 7'-0" O.C. MINIMUM ANCHOR PENETRATION EXISTING GRADE SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900 ANCHOR FORCE PER ANCHOR VINYL SHEETING, 20 FEET LONG 10-FOOT BULKHEAD ELEVATION DETAIL 2.5 Q 2.5 5 10 SCALE: 1 "=5' 5 Q 1 2 4 SCALE: 1 "=2' PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY DOWN CAPE ENGINEERING IN MAY OF 2025 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS. WORK AREA LIES WITHIN FLOOD ZONES AE (EL. 11') AND ZONE AE (EL. 12') AND AE (EL. 12') LMWA PER FIRM PANEL #583 OF 875, COMMUNITY MAP NUMBER 25001 CO583J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE. DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.1' NAVD 88 MEAN LOW WATER = -1.8' NAVD 88 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJECT TO MESA REVIEW THE 35 AND 50-FOOT OFFSETS FROM THE BULKHEAD (RIVERFRONT AND RESOURCE AREAS) IS SHOWN ON THE PLAN. THE 100' AND 200' RIVERFRONT AREA ARE OFF THE PROPERTY. RESOURCE AREA TABLE TOTAL LOT SIZE = 14.375+f - SQ. FT. (ASSESSORS) AREA WITHIN THE 100' BUFFER AND RIVERFRONT AREA = 14.375f SQ. FT. AREA WITHIN THE 100'-200' RIVERFRONT AREA = 0 LAND SUBJECT TO COASTAL STORM FLOWAGE EXISTING 14,375t SQ. FT. PROPOSED = NO CHANGE STRUCTURES WITHIN THE 0'-35' BUFFER OF MHW (RIVLRFRONT AREA; EXISTING =95f LINEAR FEET OF BULKHEAD (INCLUDING RETURNS) AND 175 FEET OF WALKWAYS, ETC. PROPOSED =NO CHANGE PROPOSED MITIGATION; THERE IS A 1.5' GRAVEL BUFFER ALONG THE BULKHEAD. THERE IS NO INCREASE IN FOOTPRINTS; THEREFORE NO ADDITIONAL MITIGATION IS PROPOSED. STRUCTURES WITHIN THE 35'-50' BUFFER OF MHW EXISTING = 680f SQ. FT. NO CHANGE PROPOSED STRUCTURES WITHIN THE 50'-100' BUFFER OF 100' RIVERFRONT AREA EXISTING = 1,745f SQ. FT. PROPOSED = NO CHANGE TOTAL AREA OF DISTURBANCE = 73'f SQ. FT. FOR THE BULKHEAD, AND 4,237 SQ. FT. OF TEMPORARY DISTURBANCE FOR THE ACCESS AND WORK LIMIT. 1.2' C. BCH kv, DATE LSCSF �l LAND UNDER OCEAN EXISTING GRAVEL BUFFER TO REMAIN PROVIDE 6 INCHES OF CLEARANCE TO SHEETING ABOVE GRADE; REMOVE EXISTING PILES AND TOP OF SHEETING TO BE 5.7' 2' SUPPORT DECK WITH BULKHEAD (OPTIONAL) 10.00 EXISTING PIER, RAMP, REMOVE 8' WIDE DECK FOR AND FLOATS TO REMAIN CONSTRUCTION AND REPLACE; "A (EXIS EXISTING GRADE_ � - MHW = 1.1 FORCED EXCAVATE TO RELIEVE 5't MLW = -1.8' LOAD ANfl EACIL+TATs INSTALLATION OF TIE BACKS LIMIT OF EXCAVATION �J EXISTING GRADE _10.00-1 0+00.00 10.00 0+60.00 SECTION A -A (EXISTING AND PROPOSED 5 0 5 10 20 1"=10' DICE #25-097 LOCUS MAP SCALE 1 "=2000'f LEGEND MHW _ MEAN HIGH WATER MLW MEAN LOW WATER 2 ELEVATION CONTOUR PROPERTY LINE SURVEY NOTES: RECORD OWNERS, BARRY AND JUDY LASS 91 LANDING DRIVE D❑BBS FERRY, NY 10522 ASSESSORS MAP 25, PARCEL 25 DEED BK. 27459, PG. 74 PERMIT REFERENCESi 1) SE83-738, DOCK AND RIP -RAP (1987) 2) C❑C FOR SE83-7381 (1988) 3) SE83-1021i REVETMENT (1989) 4) C❑C FOR SE83-1021 (1991) 5) SE83-1027; SEPTIC SYSTEM (1990) 6) C❑C FOR SE83-1027 (2013) 7) DEQE LICENSE 17191 DOCK, RAMP, FLOAT, AND RIP -RAP (1987) NO EXPIRATI❑N DATE 8) DEP LICENSE 24671 RIPRAP EXTENSI❑N, DOCK AND 2 FLOATS (1991) NO EXPIRATI❑N DATE DANIEL A. OJALA, P.E., P.L.S NOT FOR STRUCTURAL NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING. INC. 1 6/3/26 IADO EX. GRAVEL BUFFER, REVISE RESOURCE AREA TABLE No. DATEt7ziu>; MCB BY PL/ rg a..OSE 'M ,,J _i '4 TK�_;_ Ii/N .J `. ... i L...%C i "All' -'Y LASS N,' I CENGINEERING MAIN STREET sq?` 'THPORT, MA 02675 2-45` _ , SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-8046 WWW. SHOREFRON TCON SU LTI N G. COM DRAM C