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Home My WebLink AboutBLD-18-006845b II � 3�: +rn p 14 Ori 12TOP OF ROCK WALL 10 LAWN -(COASTAL BANK) 8 AREA ROCK STAIRS 6 1(BEYOND) 4 2 0 -2 EX. GRADE -4 -6 000) O�Or NO +a +a' o +Ln +o coo OECD C) O� H: 1"=10 - LAND SUBJECT TO COASTAL STORM FLOWAGE LAND UNDER OCEAN - r7 00 r- + + `- p onI- FLOOD ZONE AE, EL 12' FLOOD ZONE AE, EL 13' 14 12 10 EX. CONCRETE SEAWALL 8 (TO REMAIN, WIDTH VARIES) SEE NOTE 12 6 LAWN AREA 4 LAND SUBJECT TO COASTAL STORM FLOWAGE LAND UNDER OCEAN 00 r o +0-) O FLOOD ZONE AE, EL 12FLOOD ZONE AE, EL 13' 14 14 orr 12 TOP OF ROCK WALL 12 10 LAWN (COASTAL BANK) FILL VOID AND CAP BEHIND 10 8 AREA ROCK STAIRS WALL WITH CRUSHED STONE PROPOSED VINYL BULKHEAD; TOP 8 6 (BEYOND) OF WALL SHALL BE 6" ABOVE 6 4 LAWN AREA PROPOSED 4' WIDE GRAVEL BUFFER EXISTING GRADE, EL. 3.9'f 4 MHW = 1.1' (FORCED) 2 MCB 2 BY SHEET TIRE SKETCH PLAN SHOWING PROPOSED REPAIRS TO EXISTING SEAWALL PROJECT NO. SC -101 AS SHOWN 0 PROJECT STEVE AUSTIN 16 PLEASANT STREET SOUTH YARMOUTH, MA DRAWN BY GAM 0 DRAWM NO. AUSTIN.DWG :7� c_'� 1 OF 1 SHEETS -2 -2 -4 EX. GRADE -6 p p p O O r7 N O O O N +r +� +� +� +� +�� + + +� + + OM OIC Oro Oro Or) 0.=00 ON I ONrn PROFILE A -A (EXISTING) Off- Ln(0 co ' +O 5 0 5 10 20 +ll� +r +`q +`q +-I SCALE: 1"=10' O�CO Od- ON- Oro ' LAND SUBJECT TO COASTAL STORM FLOWAGE LAND UNDER OCEAN 00 r o +0-) O FLOOD ZONE AE, EL 12FLOOD ZONE AE, EL 13' 14 14 orr 12 TOP OF ROCK WALL 12 10 LAWN (COASTAL BANK) FILL VOID AND CAP BEHIND 10 8 AREA ROCK STAIRS WALL WITH CRUSHED STONE PROPOSED VINYL BULKHEAD; TOP 8 6 (BEYOND) OF WALL SHALL BE 6" ABOVE 6 4 LAWN AREA PROPOSED 4' WIDE GRAVEL BUFFER EXISTING GRADE, EL. 3.9'f 4 6" 2 MHW = 1.1' (FORCED) 0 MLW _ -1.8' (FORCED) -2 . ��............................ -4 EX. GRADE -6 O r) N o 0 0 +I +a?o +cp + + + Or) 0r111 ON REMOVE STONES TO CREATE 1.5:1 SLOPE AGAINST NEW SHEETING. (SEE NOTE 12) CONSTRUCTION NOTES: -411 E 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. ROUTE m 1L / 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY BEHIND THE EXISTING STONE 2 2g / ASS i 1 SEAWALL, AT APPROXIMATELY 3.9' NAVD88 (6" ABOVE LAWN GRADE). / RIVER 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. / 4. HEWORK (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 WITH00 CONSERVATION THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH % 2 CONSERVATION AUTHORITIES. LOCUS., 8 5. ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND. THE SHEET PILING MAY BE DRIVEN BY A SMALL - �/ FERRY 6. VINYL SHEETING EXCAVATOR ON THE LANDWARD SIDE OF THE EXISTING SEAWALL. TING SHALL BE SHOREGUARD CL9900, WITH 10 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT ST 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. S. YARMOUTH, MA. F M ' M A W. DENNIS, MA. 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE KEY P PRE -CONSTRUCTION CONTOURS AND CONDITIONS. 1" = 400'± 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. REFER TO STRUCTURAL PLANS PROVIDED BY SHOREFRONT CONSULTING AND STAMPED BY MARK McKENZIE, LEGEND P.E.. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE. THE CL99DO HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16.4; THEREFORE, THE CL990D IS A SUITABLE REPLACEMENT AND SHALL BE USED. M_ _ MEAN HIGH WATER 11. ANY OTHER DEVIATION FROM THE DESIGN PLAN SHALL BE BROUGHT TO THE ATTENTION OF SHOREFRONT CONSULTING FOR APPROVAL BEFORE PROCEEDING FURTHER. Mlw MEAN LOW WATER 12. THE EXISTING CONCRETE SEAWALL SHALL REMAIN. THE TOP OF THE NEW BULKHEAD SHALL BE PLACED 6 INCHES ABOVE THE EXISTING LAWN GRADE. THE CONCRETE CAP SHALL BE REMOVED. APPROXIMATELY ONE-HALF OF THE EXISTING STONES SHALL BE REMOVED IN ORDER TO ESTABLISH A 1.5:1 SLOPE AGAINST THE 2--- ELEVATION CONTOUR NEW SHEETING. PROPERTY LINE 13. THE ENDS OF THE BULKHEAD SHALL BE SEALED TO PREVENT LOSS OF MATERIAL INTO THE WATERWAY. 14. THE ANCHORS DO NOT NEED TO BE INSTALLED UNLESS EROSION CAUSES MORE THAN 3 FEET OF EXPOSED LIMIT OF WORK/ACCESS WALL ABOVE GRADE. 15. A 4 -FOOT GRAVEL BUFFER STRIP SHALL BE PROVIDED BEHIND THE NEW SHEETING. 16. THE EXISTING DOCK SUPPORTS WILL HAVE TO BE EXTENDED SLIGHTLY TO REACH OVER THE ROCKS AND CONNECT WITH THE NEW BULKHEAD. 17. RETURNS SHALL BE PROVIDED AS NECESSARY TO SEAL THE ENDS OF THE BULKEHAD AGAINST ABUTTING STRUCTURES AND PREVENT EROSION. SURVEY NOTES. 18. ALL WORK SHALL BE CONTAINED ON THE APPLICANT'S PROPERTY. THE RETURN SHALL BE CONSTRUCTED SHORT OF THE SOUTHERN PROPERTY LINE, AND THE EXISTING ROCK WALL THAT EXTENDS ONTO TOWN 1. RECORD OWNER: PROPERTY SHALL BE SECURED ON THE APPLICANT'S PROPERTY TO PREVENT SHIFTING AND MOVEMENT. AUSTIN, STEVEN A. AND DOREEN 16 PLEASANT STREET (2) 2- X 8' P.T. CAP; SOUTH YARMOUTH, MA. 02654 W/ GALV. BOLTS DEED BK: 26070 PG: 53 0 3' O.C. (TV) �3 GALV. LAC BOLTS OC. (TCP) (ALTERNATE 2. PROPERTY IS SHOWN ON ASSESSORS MAP 051, PARCEL 89 AND APPEARS TO LIE WITHIN THE RS -40 ZONING DISTRICT PER WITH CAP THRU-BOLTS (TYP) THE TOWN OF YARMOUTH ASSESSORS RECORDS AND ONLINE (2) 2' x 4' P.T. CAP ZONING MAP. SUPPORTS; WI)f GALV. BOLTS 0 3' O.C. (TV) 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE SHOREGUARD CL 9900 GROUND SURVEY CONDUCTED ON FEBRUARY 16, 2017, LINES OF SHEETING (n?) OCCUPATION, AND FOUND MONUMENTATION FOR THE ADJACENT BULKHEAD PROPERTY TO THE NORTH (PERRONE; 12 PLEASANT STREET). BULKHEAD CArD DETAIL 4. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMINED FROM A 5 0 1 2 4 t GPS SURVEY CONDUCTED ON MARCH 01, 2017. 5. PARCEL APPEARS TO PARTIALLY LIE WITHIN THE FLOOD SCALE: 1"=2' ZONE AE (EL=12'), AE (EL=13'), AND SPECIAL X PER FIRM MAP 25001 C0591 J, PANEL 591 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED ON FEBRUARY 16, 2017 6' x 8' ANCHOR WALE 2'f AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 2" x 8' BACK WALE 7. SECTION LINE ELEVATIONS WERE TAKEN IN THE FIELD BY SHOREFRONT CONSULTING IN OCTOBER 2017, USING ELEVA11ON PROPOSED SHOREGUARD DATA FROM THE ADJACENT SITE SURVEY AND USED TO VERIFY a. 9900 VINYL SHEETING, EXISTING SITE ELEVATIONS. NO ADDITIONAL INSTRUMENT SURVEY 10' LONG MIMMUM WAS PERFORMED. PROPOSED X" THRU-BOLTS; 8. THE PROPOSED WORK LIMITS DO NOT APPEAR TO BE WITHIN 2 O.C. (TYP) A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO PROPOSED CHANCE HELICAL ANCHORS; 7' SPACING, (TYP) MESA REVIEW. _2,± 9. FLOOD LINES WERE IMPORTED AND SCALED IN FROM THE FLOOD MAP, AND ARE APPROXIMATE. MEAN HIGH WATER ELEVATION IS 1.1' NAVD88 (29' MLW). BULKHEAD PLAN VIEW DETAIL MEAN LOW WATER ELEVATION IS -1.8' NAVD88 (0.0' MLW). 5 0 1 2, 4 SCALE: 1"=2' NOTE; INSTALL ANCHORS ONLY IF EROSION CAUSES MORE THAN 3 FEET OF UNBALANCED FILL (SEE NOTE 14) 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. / TOP OF WALL SHALL BE 6" ABOVE EXISTING GRADE PROPOSED CAP, SEE DETAIL /PROPOSED CONT. GREENHEART PROPOSED CONT. P.T. 6 X 8 ANCHOR WALE 2' X 6' BACK WALE AX 1' DOCK WASHERS 1'0 THREADED ROD ADAPTER EXCAVATE TO1-01 FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 IN- X 5' WITH 8" do 10' FLIGHTS D 7-0' O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900 ANCHOR FORCE PER ANCHOR VINYL SHEETING, 10 FEET LONG 2.5 0 2.5 5 10 mmmommili SCALE: 1"=5' NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND EXISTING GRADE, INC. 1 12/14/17 ADDED RETURNS AND WORK LIMIT NOTE MCB 2 BY SHEET TIRE SKETCH PLAN SHOWING PROPOSED REPAIRS TO EXISTING SEAWALL PROJECT NO. SC -101 AS SHOWN DAW 11 11 /05/17 PROJECT STEVE AUSTIN 16 PLEASANT STREET SOUTH YARMOUTH, MA DRAWN BY GAM 0 DRAWM NO. AUSTIN.DWG :7� c_'� 1 OF 1 SHEETS -2 EX. GRADE -4 -6 o00 o(o or ONrn �c0 Off- Ln(0 co ori +O +U)O 7 u` +O +ll� +r +`q +`q +-I Oo0 O�CO Od- ON- Oro Oro Oro Oro Oro PROFILE A -A (PROPOSED H: 1"=10' 5 0 5 10 20 SCALE: 1"=10' 6" 2 MHW = 1.1' (FORCED) 0 MLW _ -1.8' (FORCED) -2 . ��............................ -4 EX. GRADE -6 O r) N o 0 0 +I +a?o +cp + + + Or) 0r111 ON REMOVE STONES TO CREATE 1.5:1 SLOPE AGAINST NEW SHEETING. (SEE NOTE 12) CONSTRUCTION NOTES: -411 E 1. ELEVATIONS REFER TO NAVD88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. ROUTE m 1L / 2. SCOPE OF WORK CONSISTS OF CONSTUCTING A NEW VINYL BULKHEAD DIRECTLY BEHIND THE EXISTING STONE 2 2g / ASS i 1 SEAWALL, AT APPROXIMATELY 3.9' NAVD88 (6" ABOVE LAWN GRADE). / RIVER 3. CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. / 4. HEWORK (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 WITH00 CONSERVATION THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH % 2 CONSERVATION AUTHORITIES. LOCUS., 8 5. ALL WORK SHALL BE ACCOMPLISHED FROM THE UPLAND. THE SHEET PILING MAY BE DRIVEN BY A SMALL - �/ FERRY 6. VINYL SHEETING EXCAVATOR ON THE LANDWARD SIDE OF THE EXISTING SEAWALL. TING SHALL BE SHOREGUARD CL9900, WITH 10 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM CUTTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT ST 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. S. YARMOUTH, MA. F M ' M A W. DENNIS, MA. 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE KEY P PRE -CONSTRUCTION CONTOURS AND CONDITIONS. 1" = 400'± 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. REFER TO STRUCTURAL PLANS PROVIDED BY SHOREFRONT CONSULTING AND STAMPED BY MARK McKENZIE, LEGEND P.E.. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER AVAILABLE. THE CL99DO HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF 16.4; THEREFORE, THE CL990D IS A SUITABLE REPLACEMENT AND SHALL BE USED. M_ _ MEAN HIGH WATER 11. ANY OTHER DEVIATION FROM THE DESIGN PLAN SHALL BE BROUGHT TO THE ATTENTION OF SHOREFRONT CONSULTING FOR APPROVAL BEFORE PROCEEDING FURTHER. Mlw MEAN LOW WATER 12. THE EXISTING CONCRETE SEAWALL SHALL REMAIN. THE TOP OF THE NEW BULKHEAD SHALL BE PLACED 6 INCHES ABOVE THE EXISTING LAWN GRADE. THE CONCRETE CAP SHALL BE REMOVED. APPROXIMATELY ONE-HALF OF THE EXISTING STONES SHALL BE REMOVED IN ORDER TO ESTABLISH A 1.5:1 SLOPE AGAINST THE 2--- ELEVATION CONTOUR NEW SHEETING. PROPERTY LINE 13. THE ENDS OF THE BULKHEAD SHALL BE SEALED TO PREVENT LOSS OF MATERIAL INTO THE WATERWAY. 14. THE ANCHORS DO NOT NEED TO BE INSTALLED UNLESS EROSION CAUSES MORE THAN 3 FEET OF EXPOSED LIMIT OF WORK/ACCESS WALL ABOVE GRADE. 15. A 4 -FOOT GRAVEL BUFFER STRIP SHALL BE PROVIDED BEHIND THE NEW SHEETING. 16. THE EXISTING DOCK SUPPORTS WILL HAVE TO BE EXTENDED SLIGHTLY TO REACH OVER THE ROCKS AND CONNECT WITH THE NEW BULKHEAD. 17. RETURNS SHALL BE PROVIDED AS NECESSARY TO SEAL THE ENDS OF THE BULKEHAD AGAINST ABUTTING STRUCTURES AND PREVENT EROSION. SURVEY NOTES. 18. ALL WORK SHALL BE CONTAINED ON THE APPLICANT'S PROPERTY. THE RETURN SHALL BE CONSTRUCTED SHORT OF THE SOUTHERN PROPERTY LINE, AND THE EXISTING ROCK WALL THAT EXTENDS ONTO TOWN 1. RECORD OWNER: PROPERTY SHALL BE SECURED ON THE APPLICANT'S PROPERTY TO PREVENT SHIFTING AND MOVEMENT. AUSTIN, STEVEN A. AND DOREEN 16 PLEASANT STREET (2) 2- X 8' P.T. CAP; SOUTH YARMOUTH, MA. 02654 W/ GALV. BOLTS DEED BK: 26070 PG: 53 0 3' O.C. (TV) �3 GALV. LAC BOLTS OC. (TCP) (ALTERNATE 2. PROPERTY IS SHOWN ON ASSESSORS MAP 051, PARCEL 89 AND APPEARS TO LIE WITHIN THE RS -40 ZONING DISTRICT PER WITH CAP THRU-BOLTS (TYP) THE TOWN OF YARMOUTH ASSESSORS RECORDS AND ONLINE (2) 2' x 4' P.T. CAP ZONING MAP. SUPPORTS; WI)f GALV. BOLTS 0 3' O.C. (TV) 3. PROPERTY LINES SHOWN WERE DERIVED FROM AN ON THE SHOREGUARD CL 9900 GROUND SURVEY CONDUCTED ON FEBRUARY 16, 2017, LINES OF SHEETING (n?) OCCUPATION, AND FOUND MONUMENTATION FOR THE ADJACENT BULKHEAD PROPERTY TO THE NORTH (PERRONE; 12 PLEASANT STREET). BULKHEAD CArD DETAIL 4. ORIGIN OF ELEVATIONS IS NAVD 88, DETERMINED FROM A 5 0 1 2 4 t GPS SURVEY CONDUCTED ON MARCH 01, 2017. 5. PARCEL APPEARS TO PARTIALLY LIE WITHIN THE FLOOD SCALE: 1"=2' ZONE AE (EL=12'), AE (EL=13'), AND SPECIAL X PER FIRM MAP 25001 C0591 J, PANEL 591 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM AN ON THE GROUND SURVEY CONDUCTED ON FEBRUARY 16, 2017 6' x 8' ANCHOR WALE 2'f AND FROM PLANS ON RECORD AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 2" x 8' BACK WALE 7. SECTION LINE ELEVATIONS WERE TAKEN IN THE FIELD BY SHOREFRONT CONSULTING IN OCTOBER 2017, USING ELEVA11ON PROPOSED SHOREGUARD DATA FROM THE ADJACENT SITE SURVEY AND USED TO VERIFY a. 9900 VINYL SHEETING, EXISTING SITE ELEVATIONS. NO ADDITIONAL INSTRUMENT SURVEY 10' LONG MIMMUM WAS PERFORMED. PROPOSED X" THRU-BOLTS; 8. THE PROPOSED WORK LIMITS DO NOT APPEAR TO BE WITHIN 2 O.C. (TYP) A NHESP BOUNDARY AND THEREFORE WILL NOT BE SUBJECT TO PROPOSED CHANCE HELICAL ANCHORS; 7' SPACING, (TYP) MESA REVIEW. _2,± 9. FLOOD LINES WERE IMPORTED AND SCALED IN FROM THE FLOOD MAP, AND ARE APPROXIMATE. MEAN HIGH WATER ELEVATION IS 1.1' NAVD88 (29' MLW). BULKHEAD PLAN VIEW DETAIL MEAN LOW WATER ELEVATION IS -1.8' NAVD88 (0.0' MLW). 5 0 1 2, 4 SCALE: 1"=2' NOTE; INSTALL ANCHORS ONLY IF EROSION CAUSES MORE THAN 3 FEET OF UNBALANCED FILL (SEE NOTE 14) 20' MINIMUM EMBEDMENT SHALL DEVELOP 18K MIN. / TOP OF WALL SHALL BE 6" ABOVE EXISTING GRADE PROPOSED CAP, SEE DETAIL /PROPOSED CONT. GREENHEART PROPOSED CONT. P.T. 6 X 8 ANCHOR WALE 2' X 6' BACK WALE AX 1' DOCK WASHERS 1'0 THREADED ROD ADAPTER EXCAVATE TO1-01 FACILITATE INSTALLATION OF TIE BACK NEW 1 1/2'0 CHANCE HELICAL SCREW ANCHOR TYPE SS5 IN- X 5' WITH 8" do 10' FLIGHTS D 7-0' O.C. MINIMUM ANCHOR PENETRATION SHALL BE 20', AND DEVELOP 18 KIPS MINIMUM PROPOSED SHOREGUARD CL 9900 ANCHOR FORCE PER ANCHOR VINYL SHEETING, 10 FEET LONG 2.5 0 2.5 5 10 mmmommili SCALE: 1"=5' NO PART OF THIS DRAWING MAY BE USED BY ANY PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF SHOREFRONT CONSULTING AND EXISTING GRADE, INC. 1 12/14/17 ADDED RETURNS AND WORK LIMIT NOTE MCB NO. DATE REVISION BY SHEET TIRE SKETCH PLAN SHOWING PROPOSED REPAIRS TO EXISTING SEAWALL PROJECT NO. SC -101 AS SHOWN DAW 11 11 /05/17 PROJECT STEVE AUSTIN 16 PLEASANT STREET SOUTH YARMOUTH, MA DRAWN BY GAM CHECKED BY MCB DRAWM NO. AUSTIN.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM c_'� 1 OF 1 SHEETS