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Home My WebLink AboutApproved Site Plan 8.7.2026E-IDE-D Dnl I AAAIAITE-AI Ah/017 AInTE-C`. PNO 3 CONSTRUCTION NOTES: 1. FIBER ROLLS SHALL BE MAINTAINED OVER TIME. INSPECT FIBER ROLLS EACH SPRING OR AFTER ANY MAJOR STORM EVENT. 2. ANY LOOSE ROLLS SHALL BE RESECURED. ANY ROLLS WHICH HAVE BEEN SEVERELY DAMAGED SHALL BE REPLACED AND REPLANTED. 3. MAINTAIN SOIL COVER OVER FIBER ROLLS. 4. REFER TO PLANTING PLAN BY LYNNE HAMLYN CONSULTING FOR PLANT SPECIES, SOIL COVER, AND PLANT MAINTENANCE. 5. WHEN THE PLANTINGS BECOME STABILIZED SATISFACTORILY, THE FIBER ROLLS CAN BE ALLOWED TO DEGRADE AND COMPOST. HOWEVER, PLANTINGS SHALL BE MAINTAINED OVER TIME AFTER THAT. 6. MINOR ONGOING MAINTENANCE IS ALLOWED. IF MORE THAN 50% OF THE FIBER ROLL ARRAY IS DAMAGED, THE CONSERVATION AGENT SHALL BE NOTIFIED BEFORE RESTORATION IS STARTED. ACCESS AND - LIMIT OF WORK (2) 3" X 8" P.T. CAP; W/ Y2" GALV. BOLTS 0 3' O.C. (TYP) 12" GALV. LAG BOLTS 0 3' O.C. (TYP) (ALTERNATE 2"x8" WITH CAP 7HRU-BOLTS (TYP) (2) 3" X 6" P.T. CAP M 00 0 2"x8" 2X X SUPPORTS; W/ )C GALV. `14 BOLTS 0 3' O.C. (TYP) 2"x8" SHOREGUARD CL 9900 SHEETING (TYP) CAP TOP VIEW (ALTERNATE) CAP TOP VIEW BULKHEAD CAP DETAIL R 2" x 4" BALLUSTI 4" SPACING (1 4" x 4" RAILING SUPPORT POSTS (TYI " THROU BOLTS (TY 2" x 12" STAIR STRINGERS (TYP, SEE NOTE 13 POST CAP (TYP) " RAILING HEIGHT " X 6-DECKING, SPACE IETWEEN DECK BOARDS (TYP) 2" x 4" TREAD SUPPORTS; THROUGH BOLTED INTO STRINGER (TYP) 2" x 12" STAIR TREADS (TYP), ;(2) 2" X 6" OPTIONAL) ; It STAIR SECTION FRONT VIEW DETAIL 5 4 5 10 20 mmmmmmmni DCE ##24-333 SCALE: 1"=10' N/F MAP 1 1 1, PARCEL 29 PAUL PECORARO 156 BLUE ROCK ROAD SOUTH YARMOUTH, MA 02664 PROPOSED Y" THRU-BOLTS; 2' O.C. (TYP) PROPOSED CHANCE HELICAL ANCHORS; 6' SPACING, (TYP) 6't BULKHEAD PLAN VIEW DETAIL 1 .5 0 1 2 4 " THROUGH BOLTS (TYP) 4" x 4" SUPPOR POSTS; EMBED MINIMUM (TYF 2" 2" x 8" FLOOR 16" O.C., WITH u !J STAIR SECTION ELEVA TION DETAIL 5 Q 5 10 20 SCALE: 1 "=10' Rpv'L L � � 2 Np'tE �sEE o �® RED' 0E REM �PNp�Np 8 XSZ pJRS 0� PRppCjsV NEP -�U �5'� (50 U 5' 1880N a� 10 QF i CITE- (7I AA/ E-VICTIAIn AAIn nnnnnC`/-n SCALE: 1 "=20' RESOURCE AREA TABLE TOTAL LOT SIZE = 35284+/- SO. FT. (DEED AREA WITHIN _THE _-OO'__RIVERFRONT AREA = 14.920f SO. FT. AREA WITHIN THE 100'-200' RIVERFRONT AREA = 15.669t $0. FT. WORK WITHIN 100' RIVERFRONT AREA EXISTING 540t SQ. FT. (EXISTING STAIRS) PROPOSED = STAIRS; NO CHANGE; PROPOSED BACKFILL = 1,300f SQ. FT. STRUCTURES WITHIN THE 0'-35' BUFFER OF COASTAL BANK EXISTING = 2,320f SQ. FT. PROPOSED =NO CHANGE STRUCTURES WITHIN THE 35'-50' BUFFER OF COASTAL BANK EXISTING = 968f SQ. FT. NO CHANGE PROPOSED STRUCTURES WITHIN THE 50'-100' BUFFER OF COASTAL BANK EXISTING = 305f SQ. FT. PROPOSED = NO CHANGE 30.0( 20.0( 10.O( 0.0( -10.0( -20.0( 04 1. THE SCOPE OF WORK FOR THIS PROJECT IS TO REPLACE THE EXISTING PERMITTED BULKHEAD, AND RECONSTRUCT THE PREVIOUSLY LICENSED PIER, RAMP, AND FLOAT TO CURRENT /- STANDARDS. THE BULKHEAD WILL BE EXTENDED ALONG THE WATERFRONT FOR A TOTAL LENGTH OF 136'f. NEW RETURNS ARE PROPOSED TO PREVENT FLANKING. IN ADDITION, THE EXISTING ACCESS STAIRS WILL BE REBUILT IN KIND, WITH THE RISE AND RUN ADJUSTED TO MAINTAIN 18" OF CLEARANCE TO THE UNDERLYING VEGETATION. THE LANDINGS SHALL BE REBUILT IN ROL THEIR SAME LOCATION AND HEIGHT. 2. THE RISE AND RUN FOR THE PROPOSED STAIRS IS APPROXIMATE; ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH SHOREFRONT CONSULTING PRIOR TO CONSTRUCTION OF THAT PHASE. Btu c Id ° [c 3. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 4. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. S 5. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH ~ �O Erl p°in THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 0°1 6. THE BULKHEAD INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE RIVER BOTTOM. i1 7. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE Ni h B ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 01 8. PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN. 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE LOCUS M A P APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. SCALE 1 "=2000'f 10. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. LEGEND 11. 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. MHW _w._ MEAN HIGH WATER 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. MLW MEAN LOW WATER 13. CLEAN SAND FILL SHALL BE USED BEHIND THE BULKHEAD. 2 ELEVATION CONTOUR 14. VINYL SHEETING SHALL BE SHOREGUARD CL-9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20. SHEETING SHALL BE 20-FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE PROPERTY LINE FULL DEPTH WITH MINIMUM CUTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. "PLAN LIMIT OF WORK/ACCESS 15. REFER TO STRUCTURAL DRAWING ENTITLED 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 SURVEY NOTES. 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' WHERE 6' WILL BE USED. ALL OF THE CHANGES ARE MORE CONSERVATIVE FROM THE ORIGINAL THE DESIGN. RECORD ❑WNERI 16. REFER TO THE PLANTING PLAN AND MONITORING PROTOCOL BY LYNNE HAMLYN CONSULTING. SUBSTITUTIONS CAN ONLY BE MADE WITH CONSERVATION APPROVAL. BLUE ROCK ROAD REALTY TRUST BLBLURA F. RIROADCCIO, TRUSTEE 185 SYCAMORE DR /r�\17. NORTH END OF WALL SHALL TERMINATE 10 FFET FROM THE PROPERTY LINE. PROVIDE A FIBER ROLL "SOFT RETURN" ON THE NORTH END AS SHOWN. FIBER ROLLS SHALL BE 20" DIAMETER, WESTW❑❑D, MA 02090 AND ANCHORED. ASSESSORS MAP 101, PARCEL 158 18. THE EXISTING STAIRS ARE PERMITTED AND SHALL FIRST BE REPAIRED FOR USE IN THE SUMMER OF 2026. THE ENTIRE STAIRCASE WILL BE RECONSTRUCTED OFF SEASON AT A LATER DATE. DEED CETIFICATE #161469 19. THE ENTIRE STAIR RECONSTRUCTION SHALL INCLUDE A 8'x1O' LANDING ON TOP OF THE WALL, WITH NEW ACCESS STAIRS TO THE BEACH. LAND COURT PLAN #32679-B, SH 7, LOT 91 20. RISE, RUN, AND STAIR RUNS ARE APPROXIMATE. VERIFY ALL DIMENSIONS AND LAYOUT IN THE FIELD PRIOR TO CONSTRUCTION. PROPERTY LIES WITHIN RESIDENTIAL ZONE R40. PROPERTY LINES DEPICTED HEREON ARE BASED ON A 21. NEW BULKHEAD SHALL BE INSTALLED AS FAR LANDWARD AS POSSIBLE, TOP OF WALL SHALL BE ELEVATION 5.5', WITH ONE 20-INCH FIBER ROLL ON TOP. FIELD SURVEY BY DOWN CAPE ENGINEERING IN APRIL, EXISTING GRADE TOP OF SCARP - EXISTING SCARP -" BOTTOM OF COASTAL BANK f S.S. CABLE ANCHORS; DB 68 ---- ,< OR EQUAL; (ANCHOR EVERY 3 COVER FIBER ROLLS WITH COMPATIBLE MATERIAL AND PLANT IN ACCORDANCE WITH THE PLANTING PLAN PROIVED BY LYNNE HAMLYN CONSULTING 1.5 Q 1 COVER WITH 90OG COIR MATTING AND COMPATABLE SOIL �- - PROPOSED 20" DIAM., `---___ 10 20' LONG FIBER ROLLS FT.); EMBED 5' MINIMUM INTO " 3/8" STAINLESS STEEL CABLE; UNDISTURBED SOIL. SLEEVE IN FLEXIBLE HOSE TO PREVENT CHAFFING FIBER ROLLS FIBER ROLL RETURN DETAIL 2.5 0 2.5 5 10 SCALE: 1 "=5' COASTAL BEACH COASTAL BANK PROPOSED GRADE BACK FILL SALL BE 6" BELOW T.O.W. TOP OF WALL SHALL BE NO MORE THAN 10' ABOVE EXISTING GRADE e PROPOSED CAP; SEE DETAIL 20' MINIMUM EMBEDMENT BEHIND EXISTIN PROPOSED CONT. GREENHEART GRADE; ANCHOR SHALL DEVELOP 18K MIN. 8"x8" AN HOR WALE PROPOSED CONT. P.T. 2" X 6" BACK WALE 1' X NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE S55 1h" X 5' WITH 8" & 10" FLIGHTS EXISTING GRADE`` @ 7'-0" O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900 ANCHOR FORCE PER ANCHOR TT VINYL SHEETING, 20 FEET LONG BULKHEAD ELEVATION DETAIL 2'f 1"0 THREADED 1" DOCK WASHERS ROD ADAPTER 2.5 0 2.5 5 10 SCALE: 1 "=5' LAND UNDER OCEAN 0.00 ------ _ EXISTING CONCRETE � J ESTiMA'T€D_`RtS€ - 1l25`- ALK TO REMAIN 'C0'-�-`" ESTIMATED RUN = 10" _ ALL DIMENSI-ONS,-UAYO'Ui,_RISE_- AND RUN TO BE CONFIRMED EXISTING GRADE PRIOR TO CONSTRUCTION PROPOSED RECONSTRUCTED STA RmOT-S AND LANDINGS. LANDING HIEGHT TO MATCH EXISTING. 7'f�-I LANDING LENGTHS AS NOTED FOR 18 MIN. 3 EXISTING STAIRS AND LANDINGS 2 - PROPOPOSED 8'x10' LANDING _ - _ . _ _� 3 FILL TO RESTORE GRADE AND REPLANT ---� " AND ACCESS STAIRS STABILIZE -TWO SCARPS; ONE ON THE SOUTH END AND ONE ON THE NORTH END OF THE -PROPERTY REFER _ _ _ ____.______._ _. _ ___ _ _ _._. ( FLOOD ZONE AE (EL. 11') TO PLANTING PLAN PROPOSED 20" DIAM., 10'-20' LONG FIBER ROLLS R E.,,D -WIDE 11 NOTE; PROPOSED GRADE BEHIND BULKHEAD BEACH ACCESS STAIRS i AREA BEHIND-SUEKF[UD = E RETOREE---TO MATCH UPPER. R IN A A IBEACH LENGTH OF FILL 142 FEET SLOPE TO PREVENT SLUMPING; EROSION 8.9f SQUARE FEET X 136 FEET = _= ___-ESTIMATED AMOUNT: _01 ...ftt(=-TO BIT -- OF_.. _... _ VOLUME FILL = 131 YARDS NOT INCLUDING FILLING IN OF �_ SCARPS. TOTAL ESTIMATED FILL 200± CURIC YARDS APPROXIMATELY 200 CUBIC YARDS. 11 .MLW -- -1.5' Existing 52't TIM9FP 91.11_KHFAD TO PROP. RECONSTRUCTED - MLW = - _.. _ D_.LENGTHENE 36'f. HEIGHT SHALL BE 5.5'. BASE_ as EXISTING GRADE SEC TI�I V - . _..OF SHEETING TO BE ASAR� ---- --- /`i LANDWARD AS POSSIBLE ALONG ITS LENGTH. 5 10 20 PROPOSED LANDING SUPPORT PILES 8 0, 20'f LONG (4TOTAL) 00.00 n+9. nn n+Pin nn n4-7r, nn 1.-n nn 1�'�r, nn 2020 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS. PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 11' NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP NUMBER 25001CO583J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE. DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.6' NAVD 88 MEAN LOW WATER = -1.5' NAVD 88 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW BEACH NOURISHMENT PROTOCOL 1. BEACH NOURISHMENT SHALL BE IMPLEMENTED USING A TRIGGER POINT PROTOCOL. 2. THE BULKHEAD SHALL BE MARKED TO INDICATE THE BEACH ELEVATION AT THE TIME OF INSTALLATION. IF/WHEN THE BEACH DROPS 6 INCHES IN OVERALL ELEVATION, THEN A RENOURISHMENT EFFORT OF 45 CUBIC YARDS SHALL BE IMPLEMENTED. 3. THE BEACH ELEVATION SHALL BE MEASURED EACH YEAR, AT THE SAME TIME THE PLANTINGS ARE INSPECTED. THE BEACH ELEVATION SHALL BE INCLUDED IN THE ANNUAL REPORT. CALCULATIONS INDICATE THAT IF THE BEACH DROPS AN AVERAGE OF 6 INCHES ALONG ITS LENGTH, THEN 45 CUBIC YARDS OF COMPATIBLE SAND SHALL BE PLACED ALONG THE BASE OF THE BULKHEAD TO BE TAKEN AS WAVE ENERGY ALLOW. NOURISHMENT IS NOT TO BE SPREAD OVER THE BEACH AREA; ONLY PLACED UP AGAINST THE SEAWALL AND COMPACTED SO THAT THE NOURISHMENT CAN BE TAKEN MORE GRADUALLY OVER TIME. 4. NOURISHMENT CAN BE PLACED WITH A "CHUTE" OVER THE BANK IN THE TWO ACESS AREAS SHOWN, OR FROM A WORKING BARGE. WORKING BARGE SHALL NOT BE GROUNDED AT ANY TIME. 5. PHOTOS SHALL BE TAKEN BEFORE AND AFTER EACH NOURISHMENT ZPYOW-AWD INCLUDED IN THE REQUIRED ANNUAL REPORT. NO PART OF THIS DRAWING MAY BE USED BY ANY '�Q PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND DOWN CAPE ENGINEERING, INC. awl 1 •• 1 •• •• 20.00 1 +5 .00 n� 3 8/7/26 add work limit and fiber roll mainenance, add nourishment MCB 2 7/20/26 shorten north wall end' for 10' clearance to property line MCB 2 7/20/26 lower wall by 1 foot, add fiber roll; move bulkhead landward MCB 1 5/15/26 added revised landing layout to plan view MCB NO. DATE REVISION BY SHEET TITLE PROPOSED REGONSTRLI �TION OF EXISTING STAIRS, BULKHEAD & LANDING PROJECT NO. SC-290 scAa AS SHOWN DATE 2/11/26 PROJECT BLUE ROCK ROAD REALTY TRUST 166 BLUE ROCK ROAD SOUTH YARMOUTH, MA DRAWN By MCB �E>x�' DO° DRAWING NO, FEDELE.DWG I DOWN CAPE ENGINEERING 939 MAIN STREET YARMOUTHPORT, MA 02675 (508) 362--4541 SHOREFRONT CONSULTING 290 CENTER STREET DENNIS PORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM _'� ! OF 1 SHEETS