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Home My WebLink About6 Compass Drive - Bulkhead Detail 2PARKERS RIVER (TIDAL) EX. 6'x24' FLOAT EX, 3'x16' RAMP O CTD BE LICENSED) ROOD (TO BE LICENSED) REPLACE A�- DEGRADED 3 ' EBB PILES (TYP) EX. BULKHEAD PLBK 316, PG. 41 - PROPOSED 8' RETURN, _ _ EXTEND SHEETING INTO EX, SALT " -- ADJACENT BULKHEAD TO MARSH PREVENT BACK SCOUR (PATENS) (SEE EX. B'x16' PIER, EL=5.59' (TO BE LICENSED) EXISTING 8'0 PILES (TYP) ' A� iAy q BOTTOM OFBANK -J -SCARP. -MLW= _ NGVD - 1HW=1,g NGVD TgplOF EX. BULKHEAD BANK PLBK 492, PG, 3 EX. BEACH . "� GRASSES i ..E�� PROPOSED 8' RETURN. I EXTEND SHEETING INTO AatF ADJACENT BULKHEAD TO VINYL SHEETING, 14 FEET LONG PREVENT BACK SCOUR o r EXISTING DWELLING ' Z�J MAP 19 LOT 74 N/F £k, yzl MAP 19 LOT 76 DECK ll ti KEATING, MICHAEL T •uf'I YEE SANDRA CP a� MAP 19 LOT 75 8,505 ± SQ. FT. 0.2±AC. A �o < 23 M a COMPASS DRIVE (40' WIDE PRIVATE) SITE PLAN 10 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 HANDUNG 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 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. 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. 10 6�- 4 - 2- 0 -41; -.._. t 0 PLAN REFERENCES: 1. RECORD OWNER IS - STEPHANIE C TSOUMAS TRUSTEE OF THE S.C.T. FAMILY TRUST DEED BOOK 11409, PAGE 15 PLAN BOOK 181; PAGE 125 YARMOUTH ASSESSORS MAP 19, LOT 75 2. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. JANUARY, 2011 AND COMPILED FROM PLANS ON RECORD AND A PLAN RECORDED IN THE BARNSTABLE OUNTY REGISTRY OF DEEDS IN PLAN BOOK 181 PAGE 125. 3. ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125. 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 #6 OF 7 -COMMUNITY PANEL 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 IS 1.8' NGVD. MEAN LOW WATER ELEVATION IS -1.1' NGVD. SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 �I 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 -Y; THRU-BOLTS; ANCHORS; 7' SPACING, (TYP) 2' O.C. (TYP) 7'f _ BULKHEAD TOP VIEW SCALE: 1'=2' LAND SUBJECT TO COASTAL COASTAL STORM FLOWAGE BANK LAND UNDER OCEAN EXISTING DWELLING EXISTING PROPOSED 81' VINYL BULKEADI DECK (SEE DETAILS) TRIM BULKHEAD HEIGHT UNDER EXISTING RAMP EXISTING EXISTING STAIRS EXISTING RAMP B,x16' PIER G I I r 10 20 30 140 50 60 EXISTING 8'0 FLOAT ANCHOR PILES (TO BE SECTION A -A ELEVATION REPLACED, TYP) SCALE: 1'=10' (2) 2' X 8" P.T. CAP; W/ yE` EDGE OF MARSH FD ' A� iAy q MRn .4, SPOT ELEVATION cr .. y,�A a V TI f Z a£ TARnw0a0 i � I® ® n I® LIMIT OF WORK/ACCESS X111, «FIA � Ss . LA BA i MM TYPE SS5 VC X 5' WITH 8' & 10' FLIGHTS 0 7'-0" O.C. MINIMUM ANCHOR PENETRATION I oONOcar AatF < e VINYL SHEETING, 14 FEET LONG mARN (508) 280-8046 OF �g M .\. •' FAfS L,R O •Qi EIARSAEf yMp0.f Q ,5,' SCALE: 1'=10' e TOWN OF YARMOUTH "S, REVIEWED FOR BUILDING AND ZONING CODE 00th G I I r 10 20 30 140 50 60 EXISTING 8'0 FLOAT ANCHOR PILES (TO BE SECTION A -A ELEVATION REPLACED, TYP) SCALE: 1'=10' (2) 2' X 8" P.T. CAP; W/ yE` EDGE OF MARSH FD ' A� iAy q MRn .4, SPOT ELEVATION cr .. y,�A a V TI f Z a£ TARnw0a0 i LOCU5 I® ® n I® LIMIT OF WORK/ACCESS X111, «FIA � Ss . LA BA F?Q 4 MM TYPE SS5 VC X 5' WITH 8' & 10' FLIGHTS 0 7'-0" O.C. MINIMUM ANCHOR PENETRATION p oONOcar AatF < e VINYL SHEETING, 14 FEET LONG mARN (508) 280-8046 OF �g M .\. •' FAfS L,R O •Qi EIARSAEf yMp0.f tD r c iM�TE M[Il' WAI< ODn£RTV }ON Aon PI i .�wi,Li Da rpwE : NpNt SNS YARMOUTH, MA KEY MAP 1¢' GALV BOLTS 0 3' O.C. (TIP) ' GALV. LAG BOLTS 0 3' O.C. (TIP) (ALTERNATE WITH CAP THRY-BOLTS (TYP) (2) 2" X 4' P.T. CAP SUPPORTS; W/ )f GALV. BOLTS 0 3' O.C. (TYP) SHOREGUARD CL 9000 SHEETING (TYP) BULKHEAD CAP DETAIL SCALE: 1"=2' 20' MINIMUM EMBEDMENT SHALL DEVELOP 12K MIN. PROPOSED CONT. P.T. 2" X 6" BACK WALE EXISTING GRADE -- �1'D��d BsAKtne«d . ' -MHW EL,=1.8' NGVD -MLW EL. = -1.1' NGVD 15' NO SCALE c LEGEND - - EDGE OF MARSH MHW MEAN HIGH WATER MLW MEAN LOW WATER X -3.39 SPOT ELEVATION -2- ELEVATION CONTOUR SHM HU PLAN SHOWING PROPERTY LINE I® ® n I® LIMIT OF WORK/ACCESS X111, MARSH /PROPOSED TOP OF WALL = 6.0' NGVD PROPOSED CAP; SEE DETAIL /PROPOSED CONT. P.T. B' X 8' ANCHOR WALE 1't 1" DOCK WASHERS ` �1*0THREADED DATE: \ EXCAVATE TO RO ROD ADAPTER a"�a# FACILITATE NO. DATA NEYISION INSTALLATION SHM HU PLAN SHOWING "�w`"° SC -8 OF TIE BACK PROPOSED BULKHEAD DATE03-27-11 0 EXISTING GRADE--� NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR . STEPHANIE BRACKETT MM TYPE SS5 VC X 5' WITH 8' & 10' FLIGHTS 0 7'-0" O.C. MINIMUM ANCHOR PENETRATION I T PROPOSED SHOREGUARD CL9000 SHALL BE 20', AND DEVELOP 12 KIPS MINIMUM lul VINYL SHEETING, 14 FEET LONG ANCHOR FORCE PER ANCHOR�y, (508) 280-8046 OF WWW.SHOREFRONTCONSULTING.COM EDWIN H. ;. ' SECTION A -A BULKHEAD DETAIL 3SS Q ,5,' SCALE: 1'=10' e TOWN OF YARMOUTH "S, REVIEWED FOR BUILDING AND ZONING CODE 00th COM LIANCE d y F h4 WW�l DATE: a"�a# B JILDING OFFICIAL NO. DATA NEYISION HY SHM HU PLAN SHOWING "�w`"° SC -8 SC4E SHOWN PROPOSED BULKHEAD DATE03-27-11 0 PROJECT pMWN gy MCB . STEPHANIE BRACKETT MM 6 COMPASS LANE YARMOUTH, MA DRAYANO NO. BRACKETT.DW SHOREFRONT CONSULTING C 1 290 CENTER STREET _ DENNISPORT, MA. 02539 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM DT SHFE15