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Home My WebLink About6 Compass Drive - Bulkhead DetailPARKERS RIVER .(TIDAL) EX. 6'x24' FLOAT EX. 3'x16' RAMP O (T❑ BE LICENSED) (TO BE LICENSED) FLOOD P REPLACE '- DEGRADED EBB PILES (TYP) _ EX. BULKHEAD PLBK 318, PG: 41 �- PROPOSED 8' RETURN, EXTEND SHEETING INTO EX. SALT _ ADJACENT BULKHEAD TO MARSH PREVENT BACK SCOUR (PATENS) EX DECK; PROPOSED 81' VINYL BULKHEAD) (SEE - EX. 8'x16' -PIER, EL=5,59'(TO BE LICENSED) _ EXISTING 8'0 PILES (TYP) BOTTOM OFBANK�ZJ 'SCARP. 1-MLW__i1, NGVD x HV=1:8' NGVD X: �_B N-ZF EX. BULKHEAD RAMP EX, BEACH PLBK 492, PG. 3 /N -,'N GRASSES ./� PROPOSED 8' RETURN. EXTEND SHEETING INTO ADJACENT BULKHEAD TO PREVENT BACK SCOUR O r EXISTING DWELLING ' z� MAP 19 LOT 74 fk z j MAP 19 LOT 76 N/F DECK Cl 'v d N/F KEATING, MICHAEL T YEE SANDRA CP ¢�. MAP 19 LOT 75 8,505 ± SO. FT, t, o J 0.2 ± AC, z < 23 rr. COMPASS DRIVE <40' YTDE_PR�Vr-^;Tr-� SITE PLAN 10 5 Q 10 20 40 SCALE: 1"=20' CONSTRUCTION NOTES: ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. >_. 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. 1. 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. S. VINYLS SHEETING SHALL BE SHOREGUAR° 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. B. 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 APPRCVED 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. LAND SUBJECT TO COASTAL STORM FLOWAGE I PLAN REFERENCES,- 1. EFERENCES: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 UNES 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 1923. 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 TFIAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. B. 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 -11' NGVD SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 7 PROPOSED 8" X B" ANCHOR WALE \ PROPOSED 2." XN 6 BACK WALE PROPOSE( NYLSH SHEETING CL 9600 ';Y�'L SHEETING, 14' LONG F' WJM - PROPOSFD CHANGE HELICAL. PRCPOSED 3e' THRU-ECLTS; / ANCHORS; 7 SPACING, (TYP) 2 0.C. (TYF) 7t I BULKHEAD TOP VIEW SCALE 1°=2' 'OASTAL BANK LAND UNDER OCEAN .1- j J (2) 2° X 8" P.T. CAP; W/ 74" GAILY. BOLTS 0 3' O.C. (TYP) )f GILV. LAG BOLTS 0 3' O.C. (TYP) (ALT9MATE WITH CAP THRY-BOLTS (TYP) X 4° P.T. CAP SUPPORTS; W/ GAIN. BOLTS 0 3' O.C. (TYP) SHORE'GUARD CL 9000 SHEETING Or) BULKHEAL) CAP DETAIL SCALE: 1°=2' f SHALL DE.,ELCP 12K MIN. EX!STING GP.A:"!E PROPOSED CONT. P.T. 2" X 6" BACK WALE Oo„fRrY - .• ,. row •' ... "i.Ai0� ,A �*[RLM. �_"'� •�•. NANt SENO YARMOUTH, MA KEY MAP NO SCALE LEGEND - - EDGE OF MARSH MHW MEAN HIGH WATER MLw MEAN LOW WATER X -3.39 SPOT ELEVATION - 2- - ELEVATION CONTOUR PROPERTY LINE m E! ® In LIMIT OF WORK/ACCESS %1II, MARSH PROPOSED TOP OF WALL = 6.0' NGVD / PROPOSED CAP; SEE DETAIL - -� I PROPOSED CONT. P.T. 8" X 8° ANCHOR WALE 1'± I* DOCK WASHERS 1°0 THREADED EXCAVATE T0.' ROD ADAPTER FACILITATE INSTALLATION OF TIE BACK EXISTING GRADE -- NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE S•5 1X" X 5 WITH 8" & 10° FLIGHTS - PROPOSED SHOREGUARD CL9000 0 7'-0" O.C. MINIMUM ANCHOR PENETRATION MNYL SHEETING, 14 FEET LONG SHALL :TE 20', AND DEVELOP 12 KIPS MINIMUM ? ANCHOR FORCE PER ANCHOR y1�aFSaSOOF[gc f; c 1r o IG r /EXISTING N , s! EDLN ✓ DWELLING SECTION A -A BULKHEAD DETAIL ; v fpL ESS N'r �t;� wA 39045 PROPOSED 81' VINYL :BULKEADjSCALE: EXISTING (SEE DETAILS) TRIM BULKHEAD ��y`NovAtgc DECK HEIGHT UNDER EXISTING RAMPS MARK A. ycN M KEN IE N EXISTING EXISTING STAIRS j EXISTING RAMP8'x16' PIER Po��Fro/st Quo ,�``� 41tS� IDI � __ . � rONAL �NG� r 6✓ 6 .- -- .__ ----- _. I. _ _ - -- --- -- - ---- - -- --- -- --- a wd . 4 - - - EXISTING__ 1 l ._ 3'x16' RAMP 2 MHW EL, 1,8' NGVD �_- _, EXISTING 0 6'z�CdTj FL SAT. .MLW EL: _ -1.1' NGVD I X TI ..__.. �_......_. NG ES8_'.1 4 PILES (TYP) 0 10 20 30 40 50 60 EXISTING 8'0 FLOAT ANCHOR PILES (T❑ BE REPLACED, TYP) SECTION A -ill, EL_ E IIA T1 ON SCALE: '."=10' - I e w UR <eao,c. ' rr,O ��aaEcr STEPHANIE BRACKETT ! - - 16 COMPASS LANE YARMOUTH, MA DMWN a MCB CHECKED BY MM ORAWNG NO. BRACKETT.DW r?c '• A 2 ap R.iRM 4 'o !6 WRY X000 P. ++i!'+ a,, • b'�r'� - f PAR An !_ P4RRW0 00, LOCUS bx °, AR, sl W/$' y,'S aoNAN WA �' D4 of yfuLis I'0 ND R,S e s hr cnvL pa �RN ry• �y „ 33 AfC'vf RD r CD0.PAS,.P6f PR .�\ poafO SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 7 PROPOSED 8" X B" ANCHOR WALE \ PROPOSED 2." XN 6 BACK WALE PROPOSE( NYLSH SHEETING CL 9600 ';Y�'L SHEETING, 14' LONG F' WJM - PROPOSFD CHANGE HELICAL. PRCPOSED 3e' THRU-ECLTS; / ANCHORS; 7 SPACING, (TYP) 2 0.C. (TYF) 7t I BULKHEAD TOP VIEW SCALE 1°=2' 'OASTAL BANK LAND UNDER OCEAN .1- j J (2) 2° X 8" P.T. CAP; W/ 74" GAILY. BOLTS 0 3' O.C. (TYP) )f GILV. LAG BOLTS 0 3' O.C. (TYP) (ALT9MATE WITH CAP THRY-BOLTS (TYP) X 4° P.T. CAP SUPPORTS; W/ GAIN. BOLTS 0 3' O.C. (TYP) SHORE'GUARD CL 9000 SHEETING Or) BULKHEAL) CAP DETAIL SCALE: 1°=2' f SHALL DE.,ELCP 12K MIN. EX!STING GP.A:"!E PROPOSED CONT. P.T. 2" X 6" BACK WALE Oo„fRrY - .• ,. row •' ... "i.Ai0� ,A �*[RLM. �_"'� •�•. NANt SENO YARMOUTH, MA KEY MAP NO SCALE LEGEND - - EDGE OF MARSH MHW MEAN HIGH WATER MLw MEAN LOW WATER X -3.39 SPOT ELEVATION - 2- - ELEVATION CONTOUR PROPERTY LINE m E! ® In LIMIT OF WORK/ACCESS %1II, MARSH PROPOSED TOP OF WALL = 6.0' NGVD / PROPOSED CAP; SEE DETAIL - -� I PROPOSED CONT. P.T. 8" X 8° ANCHOR WALE 1'± I* DOCK WASHERS 1°0 THREADED EXCAVATE T0.' ROD ADAPTER FACILITATE INSTALLATION OF TIE BACK EXISTING GRADE -- NEW 1 1/2"0 CHANCE HELICAL SCREW ANCHOR TYPE S•5 1X" X 5 WITH 8" & 10° FLIGHTS - PROPOSED SHOREGUARD CL9000 0 7'-0" O.C. MINIMUM ANCHOR PENETRATION MNYL SHEETING, 14 FEET LONG SHALL :TE 20', AND DEVELOP 12 KIPS MINIMUM ? ANCHOR FORCE PER ANCHOR y1�aFSaSOOF[gc f; c 1r o IG r /EXISTING N , s! EDLN ✓ DWELLING SECTION A -A BULKHEAD DETAIL ; v fpL ESS N'r �t;� wA 39045 PROPOSED 81' VINYL :BULKEADjSCALE: EXISTING (SEE DETAILS) TRIM BULKHEAD ��y`NovAtgc DECK HEIGHT UNDER EXISTING RAMPS MARK A. ycN M KEN IE N EXISTING EXISTING STAIRS j EXISTING RAMP8'x16' PIER Po��Fro/st Quo ,�``� 41tS� IDI � __ . � rONAL �NG� r 6✓ 6 .- -- .__ ----- _. I. _ _ - -- --- -- - ---- - -- --- -- --- a wd . 4 - - - EXISTING__ 1 l ._ 3'x16' RAMP 2 MHW EL, 1,8' NGVD �_- _, EXISTING 0 6'z�CdTj FL SAT. .MLW EL: _ -1.1' NGVD I X TI ..__.. �_......_. NG ES8_'.1 4 PILES (TYP) 0 10 20 30 40 50 60 EXISTING 8'0 FLOAT ANCHOR PILES (T❑ BE REPLACED, TYP) SECTION A -ill, EL_ E IIA T1 ON SCALE: '."=10' - I I NO. DATE REVISION w SHEET TRLE 'PLAN SHOWING PROPOSED BULKHEAD `"°''�`"°• SG -6 SOVE 0352° 7-11 ��aaEcr STEPHANIE BRACKETT ! - - 16 COMPASS LANE YARMOUTH, MA DMWN a MCB CHECKED BY MM ORAWNG NO. BRACKETT.DW I- SHOREERONT 'CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULT!NG.COM C-1 or sNE�Is I