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Home My WebLink AboutSite plan 4.17.2026N /F VRI DEVELOPMENT & SALES 37 NEPTUNE LANE SOUTH YARMOUTH, MA 02664 90, G _Q -] 0� s(P��pG jw� irl v7 NS�R PNo�N S�Rv 1 �: E PI E�' P PPG' P®s�t0 Rp S Pegs j� NGos P9 NoR�N, F20�3 SQ -\0 l�-E PNO PpE S NEOsj PAN/ �0�"PPOPN�`NGE�®Ro�� R - m COBBLEsj/� l EXISTLIN� o � � T,O.F .•a r*' ELEv O A 0 0 �Rp,SE� ENT �cA G REF ORP�N � ` o SITE PLAN (EXISTING AND PROPOSED) 10 5 0 10 20 40 1 "=20' w � � o COBBLE WORK DRI JE N /F ANDREW NOLAN 53 NEPTUNE LANE SOUTH YARMOUTH, MA 02664 BENCHMARK: CONSTRUCTION NOTES: CEMENT BOUND =7.2' NAVD88 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSUI IING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. THE SCOPE OF WORK CONSISTS OF RECONSTRUCTING AN EXISTING PERMITTED BULKHEAD IN THE SAME LOCATION AND HEIGHT. THE EXISTING PERMITTED LANDING WILL BE MOVED APPROXIMIATELY 6 FEET NORTH RE -USING ONE SET OF PILES AND RELOCATING THE SOUTHERN 2 PILES TO THE NORTH SIDE OF THE LANDING. THE EXISTING BEACH ACCESS STAIRS ON THE NORTH SIDE WILL BE MOVED TO THE RELOCATED LANDING, AND THE SMALLER LANDING WILL BE REMOVED. THE TWO 6'X14' FLOATS MATCH THE PERMIT AND WILL REMAIN. THE EXISTING SMALLER FLOAT UNDER THE RAMP WILL REMAIN AND BECOME PART OF THE PERMIT. TOTAL FLOAT SQUARE FOOTAGE WILL BE 200 SQUARE FEET. THE EXISTING 5' WIDE GRAVEL BUFFER SHALL BE REMOVED AND REPLACED WITH A 10' WIDE VEGETATED BUFFER. THE EXISTING LICENSE IS ABOUT TO EXPIRE AND A NEW LICENSE WILL BE OBTAINED. 3. THE EXISTING OUTFALL PIPE SHALL BE RESEALED TO THE NEW BULKHEAD. ANY REPAIRS TO THE PIPE ITSELF SHALL BE MADE AS NECESSARY. 4. THE RETURNS ON BOTH ENDS OF THE WALL SHALL EXTEND LANDWARD TO MATCH EXISTING. 5. 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. 6. 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 �s AUTHORITIES. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE-CONSTRUCTON 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 COND11IONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ANY TIMBER USED IN THE WATER SHALL BE LOWER LEVEL 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. 12. 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. 13. THERE SHALL BE 6 INCHES OF CLEARANCE BETWEEN THE GRADE DIRECTLY BEHIND THE BULKHEAD AND THE TOP OF THE BULKHEAD. 14. REFER TO THE LANDSCAPING PLAN PROVIDED FOR PLANTING SCHEDULE IN VEGETATED BUFFER STRIP. 8-X8`" GREENHEART 2't ANCHOR WALE RESOURCE AREA TABLE I" TOTAL LOT SIZE = 10.000+/- SO. FT. DEED). PROPERTY LINES DEPICTED HEREON ARE BASED (2) 2" X 8" P.T. CAP; ON A FIELD SURVEY BY DOWN CAPE ENGINEERING W/ h' GALV. BOLTS 3 X 6 BACK WALE AREA WITHIN THE 100' BUFFER AND RIVERFRONT IN AUGUST OF 2025 AND COMPILED FROM PLANS 0 3' O.C. (TYP) PROPOSED SHOREGUARD AREA = 7.972t SQ. FT. ON RECORD RECORDED IN THE BARNSTABLE )r GALV. LAG BOLTS CL 9900 VINYL SHEETING, AREA WITHIN THE 100'-200' RIVERFRONT AREA = COUNTY REGISTRY OF DEEDS. 992t SQ. FT. WORK AREA LIES WITHIN FLOOD ZONES AE EL. ® 3' O.C. (TYP) (ALTERNATE 20' LONG MINIMUM ( 2"x8" I WITH CAP THRU-BOLTS (TYP) PROPOSED 4" 11') AND ZONE AE (EL. 13') PER FIRM PANEL ND SUBJ T T C T STORM FLOWAGE #588 OF 875, COMMUNITY MAP NUMBER (2) 2" X 4" P.T. CAP THRU-BOLTS; 2' O.C. (TYP) EXISTING 10,000f SQ. FT. °° PROPOSED = NO CHANGE 25001 CO588J EFFECTIVE DATE JULY 16, 2014 AS 2"x8" x N SUPPORTS; W/ Ys" GALV. SHOWN ON THE FEMA ON-LINE DATA BASE. BOLTS 0 3' O.C. (TYP) PROPOSED CHANCE HELICAL 2"x8" SHOREGUARD CL 9900 ANCHORS; 6' SPACING, (TYP) STRUCTURES WITHIN THE 0'-35' BUFFER OF MFIW SHEETING (TYP) (RIVERFRONT AREA) DATUM FOR ALL ELEVATIONS = NAVD 88 CAP TOP VIEW TOP 6't EXISTING =104t LINEAR FEET OF BULKHEAD MEAN HIGH WATER = 1.1' NAVD88 CAP VIEW (ALTERNATE) (INCLUDING RETURNS). MEAN LOW WATER = -1.8' NAVD 88 PROPOSED =NO CHANGE BULKHEAD CAP DETAIL PROPOSEDENCRTEASED TOTHO' ANDTiPLANTEDUPERRTHE THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY 10-FOOTBULKHEAD PLAN VIEW DETAIL AND IS THEREFORE NOT SUBJECT TO MESA REVIEW LANDSCAPED PLAN. THE GRAVEL IS TO BE REMOVED. THE 35, 50 AND 100-FOOT OFFSETS FROM THE 5 0 1 2 4 5 0 1 2 4 STRUCTURES WITHIN THE 35'-50' BUFFER OF BULKHEAD (RIVERFRONT AND RESOURCE AREAS) IS COASTAL BEACH SHOWN ON THE THE 200' RIVERFRONT SCALE: 1"=2' EXISTING = 670f SQ. FT. AREA IS OFF THE PROPLAN.PERTY. SCALE: 1"=2' NO CHANGE PROPOSED STRUCTURES WITHIN THE 50'-100' BUFFER OF 100' RIVERFRONT AREA EXISTING = 1,240f SQ. FT. LAND UNDER OCEAN LSCSF 0-1 PROPOSED = NO CHANGE EXISTING DWELLING �'� TOP OF WALL SHALL BE 7.1' (TO MATCH EXISTING WALL), RELOCATED STAIRS EXISTING LANDING TO BE MOVED 6'± NORTH MAXIMUM UNBLANCED FILL= 10 FEET EXISTING NEW PILES; PROPOSED CAP; SEE DETAIL / TOP OF RELOCATED WALL SHALL BE SEE NOTE 2 7.1' (TO MATCH EXISTING WALL), PROPOSED CONT. GREENHEART S0' MI NIMUM DEVELOP B EMEDMENT MIN MAXIMUM UNBALANCED FILL= 10' » 8 x8 ANCHOR WALE PROPOSED CONT. P.T. 10.0 GROUND ELEV. 5.6' � I � 10.00 3"x6" BACK WALE EXISTING GRADE n 2'f I EXISTING GRADE _ '� 15' _� _ 1 DOCK WASHERS MHw = 1.1 c1'41EXCAVATE TO RELIEVE LOAD AND 1 "0 THREADED EXCAVATE TO 0.0 MLW = - 8' (FORCED FACILITATE INSTALLATION OF TIE BACKS 00 ROD ADAPTER FACILITATE INSTALLATION _ OF TIE BACK EXISTI GRADE, . _.._10Tf LIMIT I NEW 1 1/2-0 CHANCE HELICAL SCREW ANCHOR - DF-EX£�%A-Ti3ON - TYPE SS5 1Yz" X 5' WITH 8" & 10" and 12" FLIGHTS �--- EXISTING GRADE -10.0 10.00 ®7'-0" O.C. MINIMUM ANCHOR PENETRATION 0+7 .00 0+00.00 PROPOSED SHOREGUARD CL 9900 SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM VINYL SHEETING, 20 FEET LONG ANCHOR FORCE PER ANCHOR SECTION A -A (EXISTING AND PROPOSED i 0-FOOT BULKHEAD ELEVATION DETAIL 5 4 5 10 20 2.5 0 2.5 5 10 1"=10' LICE #25-089 SCALE: 1 "=5' LOCUS MAP SCALE 1 "=2000'± 1 Cl-`CAin F1 of 6f,4 ss9cti N OF 44,gSs9c DANIELA. aN oa DANIEL yc o OJALA �� A. CIVIL cn OJALA cn No.46502 q No.40980 Po SSG I S T ENGl�0" s s` E,�� SURD DATE DANIEL A. OJALA, P.E., P.L.S. NOT FOR STRUCTURAL MHW MEAN HIGH WATER MLW MEAN LOW WATER 2 ELEVATION CONTOUR PROPERTY LINE SURVEY NOTES: RECORD OWNER, NEPTUNE LANE IRREV❑CABLE TRUST RA❑UL M. CHALIF❑UX, TRUSTEE 190 QUINSIGAM❑ND AVENUE; APT, 107 SHREWBURY, MA 01545 ASSESSORS MAP 24, PARCEL 168 DEED BK, 31416, PG, 290 PERMIT REFERENCES; 1) SE83-677 HOUSE (1986) 2) CDC FOR SE83-677 (1987) 3) SE83-728 HOUSE (1986 4) CDC FOR SE83-728 (1990) 5) SE83-1049 (1990) 6) CDC FOR SE83-1049 (1991) 7) SE83-1226 FOR DOCK, BULKHEAD AND CULVERT (1993) 8) CDC FOR SE83-1226 (1995) 9) DEP LICENSE 3523 (1993)1 ESTIMATED EXPIRATION DATE IS FEBRUARY 2027 NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING, INC. i I 2 4/17/26 ADD BUFFER TO 10', PLANT; MOVE STEPS, ADD NEW WALKWAY MCB 1 2/29/26 REVISE PER NEW CONSERVATION PLAN REQUIREMENTS MCB NO. I DATE REVISION BY i a SHEET THE PLAN SHOWING PROPOSED BULKHEAD RECONSTRUCTION PROJECT NO, SC-rC0 sCALE AS SHOWN E_ 11/26/25 ` NEPTUNE LANE IRREVOCABLE TRUST HECK MCB CHECKED CHECKED BY RAOUL M. CHALIFOUX, TRUSTEE 49 NEPTUNE LANE SOUTH YARMOUTH MA DO DRAWNONO. CHALIFOUX.DWG DOWN CAPE ENGINEERING 939 MAIN STREET YARMOUTHPORT, MA 02675 (508) 362-4541 SHOREFRONT CONSULTING I 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-804-6 WWW.SHOREFRONTCONSULTING.COM OF SHMs