The URL can be used to link to this page

Home My WebLink About83-1901 - Proposed Bulkhead002PARKERS RIVER (TIDAL) EX. 6'x24' FLOAT EX. 3'x16' RAMP O (TO BE LICENSED) FLOOD (TO BE LICENSED) REPLACE 1 '- DEGRADED 1 EBB PILES (TYP) EX. BULKHEAD PLBK 318, PG, 41 �- PROPOSED 8' RETURN, Ir 1 - - EXTEND SHEETING INTO EX, SALT ADJACENT BULKHEAD TO MARSH PREVENT BACK SCOUR (PATENS) (SEE MAP 19 LOT 74 N/F KEATING, MICHAEL T EX. 8'x16' PIER, EL=5,59'(TO BE LICENSED) EXISTING 8'0 PILES (TYP) ;/,BOTTOM OFBgNK�pJ O EXISTING DWELLING eX, DECk MAP 19 LOT 75 8,505 ± SQ, FT, 0,2 ± AC, �FF ANK ANK EX, BEACH GRASSES �-7 -MLW=_11. NGVD IW=1.8' NGVD �EX, BULKHEAD PLBK 492, PG, 3 PROPOSED 8' RETURN, EXTEND SHEETING INTO ADJACENT BULKHEAD TO PREVENT BACK SCOUR COMPASS DRIVE (40" WIDE PRIVATE) SITE PLAN 1.0 5 Q 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 3. 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. 4. ALL WORK 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 MARSH. 5. EQUIPMENT SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. VINYLS SHEETING SHALL BE SHOREGUARD CL9000, WITH 14 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. 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 CONTOURS AND 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 TIMBER USED SHALL BE CCA PRESSURE TREATED, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING 11. THE PILES ANCHORING THE FLOAT SHALL BE REPLACED IN-KIND, AS WELL AS ANY OTHER DEGRADED PILES. 12. A CHAPTER 91 LICENSE APPLICATION SHALL BE FILED FOR THE EXISTING PIER, RAMP, AND FLOAT AS WELL AS THE BULKHEAD. THE BULKHEAD IS CURRENTLY LANDWARD OF MHW, AND THEREFORE A CHAPTER 91 LICENSE IS NOT REQUIRED TO INSTALL THE BULKHEAD. PLAN REFERENCES: 1. f W MEAN HIGH WATER ¢01 MEAN LOW WATER X -3.39 DEED BOOK 11409, PAGE 15 -2- ELEVATION CONTOUR ti MAP 19 LOT 76 0 E1 in IM '� yl N/F 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. YEE SANDRA CP TYPE SS5 IV X 5 WITH 8' & 10" FLIGHTS 0 7'-D" O.C. MINIMUM ANCHOR PENETRATION Q� PROPOSED SHOREGUARD CL900D SHALL BE 20', AND DEVELOP 12 KIPS MINIMUMi X/ VINYL SHEETING, 14 FEET LONG X O _ 0 4. ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929. < m �o a/3 a' NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS NGVD 29. < f COMPASS DRIVE (40" WIDE PRIVATE) SITE PLAN 1.0 5 Q 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 3. 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. 4. ALL WORK 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 MARSH. 5. EQUIPMENT SHALL BE STORED ON THE APPLICANTS PROPERTY OR THE WORKING BARGE WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. VINYLS SHEETING SHALL BE SHOREGUARD CL9000, WITH 14 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. 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 CONTOURS AND 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 TIMBER USED SHALL BE CCA PRESSURE TREATED, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING 11. THE PILES ANCHORING THE FLOAT SHALL BE REPLACED IN-KIND, AS WELL AS ANY OTHER DEGRADED PILES. 12. A CHAPTER 91 LICENSE APPLICATION SHALL BE FILED FOR THE EXISTING PIER, RAMP, AND FLOAT AS WELL AS THE BULKHEAD. THE BULKHEAD IS CURRENTLY LANDWARD OF MHW, AND THEREFORE A CHAPTER 91 LICENSE IS NOT REQUIRED TO INSTALL THE BULKHEAD. PLAN REFERENCES: 1. RECORD OWNER IS - STEPHANIE C TSOUMAS W MEAN HIGH WATER TRUSTEE OF THE S.C.T. FAMILY TRUST MEAN LOW WATER X -3.39 DEED BOOK 11409, PAGE 15 -2- ELEVATION CONTOUR PLAN BOOK 181, PAGE 125 PROPERTY UNE 0 E1 in IM YARMOUTH ASSESSORS MAP 19, LOT 75 \I � I 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. EXISTING TYPE SS5 IV X 5 WITH 8' & 10" FLIGHTS 0 7'-D" O.C. MINIMUM ANCHOR PENETRATION JANUARY, 2011 AND COMPILED FROM PLANS ON RECORD AND A PLAN RECORDED IN THE BARNSTABLE PROPOSED SHOREGUARD CL900D SHALL BE 20', AND DEVELOP 12 KIPS MINIMUMi OUNTY REGISTRY OF DEEDS IN PLAN BOOK 181 PAGE 125. VINYL SHEETING, 14 FEET LONG 3. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125. _ 0 4. ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929. 5. PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 10) PER FIRM PANEL g6 OF 7, COMMUNITY PANEL a' NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS NGVD 29. 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS PERFORMED BY EXISTING GRADE INC. IN JANUARY, 2011. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 8. WETLAND RESOURSES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC. 9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 10. MEAN HIGH WATER ELEVATION 15 1.8' NGVD. MEAN LOW WATER ELEVATION IS -1.1' NGVD. SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 2'± PROPOSED 8" X 8" ANCHOR WALE PROPOSED 2" X 4' -'- ---- - BACK WALE PROPOSED SHOREGUARD CL 9000 VINYL SHEETING, 14' LONG MINIMUM PROPOSED CHANCE HELICAL PROPOSED Y4" THRU-BOLTS; ANCHORS; Y SPACING, (TYP) 2' O.C. (TYP) r 7t BULKHEAD TOP VIEI W SCALE: 1 •=2' LAND SUBJECT TO COASTAL COASTAL STORM FLOWAGE _ I BANK I LAND UNDER OCEAN EXISTING DWELLING EXISTING (SEE DETAILS) TRIM 13ULKHEADI DECK HEIGHT UNDER EXISTING RAMP / EXISTING EXISTING r STAIRS EXISTING RAMP / 8'x16' PIER in (2) 2" X 8 P.T. CAP; W/ ' V GALV. BOLTS 0 3' O.C. (TYP) 1h" GALV. LAG BOLTS 0 S O.C. (TYP) (ALTERNATE WITH CAP THRY-BOLTS (TYP) (2) 2" X 4' P.T. CAP SUPPORTS; W/ V GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD CL 9000 SHEETING (TYP) BULKHEAD CAP DETAIL SCALE: 1 "=2' _ U I4RN ca00 I reYRoA A. IEJCM. pow.: MAS SN9 YARMOUTH, MA KEY MAP NO SCALE 20' MINIMUM EMBEDMENT SHALL DEVELOP 12K MIN. PROPOSED CONT. P.T. 2" X 6' BACK WALE EXISTING GRADE"' 15' LEGEND - - EDGE OF MARSH W MEAN HIGH WATER MLw MEAN LOW WATER X -3.39 SPOT ELEVATION -2- ELEVATION CONTOUR SHEEP FIRE PLAN SHOWING PROPOSED BULKHEAD PROPERTY UNE 0 E1 in IM LIMIT OF WORK/ACCESS \I � I MARSH 1OPOSED TOP OF WALL = 6.0' NGVD PROPOSED CAP; SEE DETAIL PROPOSED CONT. P.T. 8" X 8" ANCHOR WALE 1'± 1" DOCK WASHERS -- j____--- --- ' I MHW EL=1,8' NGVD -EXISTING 6'x24'I FL OAT -MLW EL = -1.1' NGVD iFXTSTTING A'o PILES I(TYP) 1 0 10 20 30 L4"0_ I 50 60 EXISTING 8'0 FLOAT ANCHOR PILES (TO BE SECTION A -A ELEVA TION REPLACED, TYP) SCALE: 1'=10' -A BULKHEAD DETAIL SCALE: 1"=10' `1'0 THREADED EXCAVATE TO ROD ADAPTER FACILITATE NO. mm REVISION INSTALLATION SHEEP FIRE PLAN SHOWING PROPOSED BULKHEAD - SC -8 ` \\ OF TIE BACK a'TE 03-27-11 -GRADE NEW 1 1/2"4 CHANCE HELICAL SCREW ANCHOR GHECN BY MM EXISTING TYPE SS5 IV X 5 WITH 8' & 10" FLIGHTS 0 7'-D" O.C. MINIMUM ANCHOR PENETRATION C F OF i SHEER PROPOSED SHOREGUARD CL900D SHALL BE 20', AND DEVELOP 12 KIPS MINIMUMi VINYL SHEETING, 14 FEET LONG ANCHOR FORCE PER ANCHOR" _ -- j____--- --- ' I MHW EL=1,8' NGVD -EXISTING 6'x24'I FL OAT -MLW EL = -1.1' NGVD iFXTSTTING A'o PILES I(TYP) 1 0 10 20 30 L4"0_ I 50 60 EXISTING 8'0 FLOAT ANCHOR PILES (TO BE SECTION A -A ELEVA TION REPLACED, TYP) SCALE: 1'=10' -A BULKHEAD DETAIL SCALE: 1"=10' NO. mm REVISION w SHEEP FIRE PLAN SHOWING PROPOSED BULKHEAD - SC -8 =GTE AS SHOWN a'TE 03-27-11 PROJECT STEPHANIE BRACKETT 6 COMPASS LANE YARMOUTH, MA ptAWN w MCB GHECN BY MM d YANG NO. BRACKETT.DW SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C F OF i SHEER