HomeMy WebLinkAbout83-1901 - Proposed Bulkhead003PARKERS RIVER (TIDAL)
EX. 6'x24' FLOAT EX. 3'x16' RAMP O
CTO BE LICENSED) (TO BE LICENSED)
FLOOD ED)
REPLACE '-
DEGRADED -3
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)
(SEE
EX. 8'x16' PIER, EL=5.59' (TO BE LICENSED)
EXISTING 8'0 PILES (TYP)
X31
BOTTOM OFBANK eJ
_ -SCARP. t--MLW=_11'
NGVD
HW=1- 8� NGVD
\� TW -1F- EX, BULKHEAD
EX.\ BANK
RAMP"EX, BEACH PLBK 492, PG. 3
GRASSES PROPOSED 8' RETURN.
\ EXTEND SHEETING INTO
ADJACENT BULKHEAD TO
PREVENT BACK SCOUR
COMPASS DRIVE (40' WIDE PRIVATE)
SITE PLAN
10 5 9 10 20 40I moo
-
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 ACCOMPUSHED 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.
O
f
RECORD OWNER IS - STEPHANIE C TSOUMAS
EXISTING DWELLING
THEREFORE IS NOT SUBJECT
'
EDGE OF MARSH
TO MESA REVIEW.
DEED BOOK. 11409, PAGE 15
N° SG -8
MAP 19 LOT 74
fk,
- 10. MEAN HIGH WATER ELEVATION IS 1.8' NGVD.
2` MAP 19 LOT 76
N/F
KEATING, MICHAEL T
D efK
2.
PROPERTY ONES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC.
lU y / N/F
I
---�,MHW
JANUARY, 2011 AND COMPILED FROM PLANS ON RECORD AND A PLAN RECORDED IN THE BARNSTABLE
I YEE SANDRA CP
OUNTY REGISTRY OF.DEEDS IN PLAN BOOK 181 PAGE 125.
MLw
3.
ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125.
MAP 19 LOT 75
X
wti'
4.
8,505 ± SQ. FT.
t3
a Y
PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 10) PER FIRM PANEL #6 OF 7, COMMUNITY PANEL
0,2 ± AC.
Acao
NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS NGVD 29.
X -3.39
6.
m
2 3
(ALTERNATE WITH CAP THRY-BOLTS (TYP)
GRADE INC. IN JANUARY, 2011.
ELEVATION CONTOUR
7.
SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
(2) 2' X 4' CAP SUPPORTS, w/
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT
COMPASS DRIVE (40' WIDE PRIVATE)
SITE PLAN
10 5 9 10 20 40I moo
-
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 ACCOMPUSHED 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.
KEY MAP
NO SCALE
LEGEND
EXISTING GRADE INC.
PLAN REFERENCES:
1.
RECORD OWNER IS - STEPHANIE C TSOUMAS
9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND
THEREFORE IS NOT SUBJECT
TRUSTEE OF THE S.C.T. FAMILY TRUST
EDGE OF MARSH
TO MESA REVIEW.
DEED BOOK. 11409, PAGE 15
N° SG -8
RAMP
PLAN BOOK 181; PAGE 125
- 10. MEAN HIGH WATER ELEVATION IS 1.8' NGVD.
MEAN LOW WATER ELEVATION IS -1.1' NGVD.
YARMOUTH ASSESSORS MAP 19, LOT 75
JG
2.
PROPERTY ONES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC.
MLW EL, = -1,1' NGVD
---�,MHW
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.
MLw
3.
ORIGIN OF BEARINGS IS PLAN BOOK 181 PAGE 125.
(2) 2' K 8'. P.T. CAP; W/
B
4.
ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK RM 27 ELEVATION 7.48 NGVD 1929.
X' GALV. BOLTS 0 3' O.C. (TIP)
5.
PARCEL LIES WITHIN FLOOD ZONE Al2 (ELEVATION 10) PER FIRM PANEL #6 OF 7, COMMUNITY PANEL
2't
NUMBER 250015 0006 D MAP REVISED JULY 2, 1992. DATUM FOR ALL ELEVATIONS IS NGVD 29.
X -3.39
6.
EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEYS PERFORMED BY EXISTING
(ALTERNATE WITH CAP THRY-BOLTS (TYP)
GRADE INC. IN JANUARY, 2011.
ELEVATION CONTOUR
7.
SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
(2) 2' X 4' CAP SUPPORTS, w/
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT
I
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
-
8
WETLAND RESOURSES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY
PROPOSED 8" Y 8",
ANCHOR WALE
KEY MAP
NO SCALE
LEGEND
EXISTING GRADE INC.
90q� kp w4Q effZgrl(
9. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND
THEREFORE IS NOT SUBJECT
EDGE OF MARSH
TO MESA REVIEW.
SHEEP Tru
PLAN SHOWING
PROPOSED BULKHEAD
N° SG -8
RAMP
DATE 03-27-11
- 10. MEAN HIGH WATER ELEVATION IS 1.8' NGVD.
MEAN LOW WATER ELEVATION IS -1.1' NGVD.
�ECREOW
MM
JG
SOURCE: ARMY CORPS TIDAL PROFILE NO. 9
FLbAT�
MLW EL, = -1,1' NGVD
---�,MHW
.
MEAN HIGH WATER
MLw
MEAN LOW WATER
(2) 2' K 8'. P.T. CAP; W/
X' GALV. BOLTS 0 3' O.C. (TIP)
2't
' GALV. LAG BOLTS 0 3' O.C. (TYP)
X -3.39
SPOT ELEVATION
(ALTERNATE WITH CAP THRY-BOLTS (TYP)
-2-
ELEVATION CONTOUR
(2) 2' X 4' CAP SUPPORTS, w/
I
N�' GALV. BOLTSLTS 0 3' O.C. (TYP)
-
PROPERTY LINE
PROPOSED 8" Y 8",
ANCHOR WALE
SHOREGUARD CL 9000 SHEETING (TYP)
INTI m o lm
LIMIT OF WORK ACCESS
BULKHEAD CAP DETAIL
MARSH
PROPOSED 2" X 4"
BACK WALE
SCALE: 1'=2'
LAND SUBJECT TO
EXISTING
DWELLING
EXISTING
/ DECK
EXISTING
STAIRS
774 - --I -, T, - -
PROPOSED SHOREGUARD ' 1;\
CL 9000 VINYL SHEETING,
14' LONG MINIMUM
PROPOSED CHANCE HELICAL
PROPOSED Y4" THRU-BOLTS; _ ANCHORS; 7' SPACING, (TIP)
2' O.C. (TYP)
7±
BULKHEAD TOP VIEW
SCALE: 1"=2'
COASTAL
BANK I LAND UNDER OCEAN
(SEE DETAILS) TRIM BULKHEAD
HEIGHT UNDER EXISTING RAMP
EXISTING
EXISTING RAMP / 8'x16' PIER
j !EXIST
i 6x24
I
EXIST
PILES I(TYP) -'
10 20 30 40 50 60
EXISTING 8'0 FLOAT
ANCHOR PILES (TO BE
REPLACED, TYP)
SECTION A -A ELEVA TION
SCALE: 1 "=10'
MARK A.
20' MINIMUM EMBEDMENT
SHALL DEVELOP 12K MIN.
EXISTING GRADE--�
PROPOSED CONT. P.T.
2" X 6" BACK WALE
OPOSED TDP OF WALL = 6.0' NGVD
PROPOSED CAP; SEE DETAIL
PROPOSED CONT. P.T.
8' X 8' ANCHOR WALE
1"0 THREADED
ROD ADAPTER
1" DOCK WASHERS
EXCAVATE TO'
FACILITATE
INSTALLATION
OF TIE BACK
EXISTING GRADE-'
NEW 1 1/00 CHANCE HELICAL SCREW ANCHOR
TYPE SSS 17f X 5' NTH 8" & 10' FLIGHTS PROPOSED SIOREOUARD CL9000
0 T-0" O.C. MINIMUM ANCHOR PENETRATION VINYL SHEETING, 14 FEET LONG
SHALL BE 20', AND DEVELOP 12 KIPS MINIMUM
ANCHOR FORCE PER ANCHOR
SCALE: 1'=10'
EDWIN;
H.
C -LESS
No. 39IMS
90q� kp w4Q effZgrl(
--
�npo�eteatcV.e..d.
SHEEP Tru
PLAN SHOWING
PROPOSED BULKHEAD
N° SG -8
RAMP
DATE 03-27-11
--•
MHW EL.=1,8' NGVD
�ECREOW
MM
JG
i
FLbAT�
MLW EL, = -1,1' NGVD
PROPOSED CONT. P.T.
2" X 6" BACK WALE
OPOSED TDP OF WALL = 6.0' NGVD
PROPOSED CAP; SEE DETAIL
PROPOSED CONT. P.T.
8' X 8' ANCHOR WALE
1"0 THREADED
ROD ADAPTER
1" DOCK WASHERS
EXCAVATE TO'
FACILITATE
INSTALLATION
OF TIE BACK
EXISTING GRADE-'
NEW 1 1/00 CHANCE HELICAL SCREW ANCHOR
TYPE SSS 17f X 5' NTH 8" & 10' FLIGHTS PROPOSED SIOREOUARD CL9000
0 T-0" O.C. MINIMUM ANCHOR PENETRATION VINYL SHEETING, 14 FEET LONG
SHALL BE 20', AND DEVELOP 12 KIPS MINIMUM
ANCHOR FORCE PER ANCHOR
SCALE: 1'=10'
EDWIN;
H.
C -LESS
No. 39IMS
N0. DATE REVISION
&
SHEEP Tru
PLAN SHOWING
PROPOSED BULKHEAD
N° SG -8
scut AS SHOWN
DATE 03-27-11
PROJECT
STEPHANIE BRACKETT
.
6 COMPASS LANE YARMOUTH, MA
CMWN BY
MCEI
�ECREOW
MM
OMMNO NO.
BRACKETT.Dw
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
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of sxEEs