HomeMy WebLinkAboutSteel-NOI Plan REV 1 low res_ 1-26-211
KI
LLL
TOP OF PATIO LLLL
LLLLL 04
ElEN. — 9.15'lNAVOHB LLLLLLL s JK \
-Too-0,
MLW = -I. I,
3
60' OFFSET
FROM MHW
/ -3 MLW = -4.1' P
PROPOSED 2'x8' STORAGE BENCH
4'x97'
0 DOCK PLAN VIEW
5 2.5 0 5 10 20
I "=10' PROPOSED BOAT LIFT
i
AVOID',, _
MSTING STEPS TO BE
�LpNSTRUCTED 1
aftI I �
/ JAI
(2) 3" X 8" P.T. CAP;
/W/ Y2" GALV. BOLTS
0 3 O.C. (TYP)
Y2* GALV. LAG BOLTS
• 3' O.C. (TYP) (ALTERNATE
WITH CAP THRU-BOLTS (TYP)
(2) Y X 6" P.T. CAP
SUPPORTS; W/ )¢ GALV.
BOLTS 0 3' O.C. (TYP)
SHOREGUARD CL 9900
SHEETING (TYP)
CAP DETAIL Al
SCALE 1`5'
L LEGEND w
1 / LLL
LLLL 3 !='
LLLLL
MHW If $op&srop4
LLLLLLL MEAN HIGH WATER qF
/ �„V'.v+i'F_��ott3ye IweCun4]i
LLLLLLL eexil : e ��:,p
R. �nv 'y�'fxinMln
. -... !Gng eros. me•sexlace P 4 es"^'f C.eIPs I-
"�LLLLLLL = —MLW MEAN LOW WATERmM.,n�Fam•-
5 Lartwhee�
/2 ELEVATION CONTOUR `°"tleNa`° Sfe3�
— ---
m,
PROPERTY LINE :.:, �� w� I,-
LIMIT OF WORK/ACCESSLl lk
' s"k
SHELLFISH SURVEY GRID A,.�i
- rt; �n �"'rec lar � Bruch N Nexerene Q
/ :.«!Ileo g nE bE a' +'i¢'ii L'•�.•e
SHELLFISH FOUND IN GRID " eL -
r W.diva
1 t�Ape
� a-�• f �.► �. � � / � � r YA R M IO U TH � M A
� SURVEY NOTES: KEY MAP
�. RECORD OWNER: PAUL M, AND JHDY L NO SCALE
STEEL
230 ❑PEL CIRCLE,
FRANKLIN, MA 02038
/
ASSESSORS MAP 91, PARCEL 177
III
L.C. CERTIFICATE 216466
L,C, PLAN 17002-3
BACKRLL TO WITHIN 6" OF T.O.W.
20' MINIMUM EMBEDMENT
SHALL DEVELOP 18K MIN.
PROPOSED CONT. P.T.
2" X 6" BACK WALE
EXISTING GRADE
TOP OF WALL SHALL
BE NO MORE THAN 8'
ABOVE EXISTING GRADE
PROPOSED CAP;
SEE DETAIL
PROPOSED CONT.
ZGREENHEART 8"x8"
ANCHOR WALE
2' t
DOCK WASHERS
EXCAVATE TO �1"0 THREADED
FACILITATE ROD ADAPTER
INSTALLATION
OF TIE BACK
NEW 1 1/2"0 CHANCE HELICAL
SCREW ANCHOR TYPE SS5
1Y2" X 5' WITH 8" & 10" FLIGHTS EXISTING GRADE
® 7'-0" O.C. MINIMUM ANCHOR
PENETRATION SHALL BE 20', PROPOSED SHOREGUARD
AND DEVELOP 18 KIPS MINIMUM CL 9900 VINYL SHEETING,
ANCHOR FORCE PER ANCHOR 16 FEET LONG
BULKHEAD DETAIL ELEVA TION VIEW 0
NOT TO SCALE
�. 83' FROM MHW (ALONG SECTION LINE; (60' FROM MHW FROM PLAN VIEW OFFSET) 33.5'± TO GET -3 MLW
36'± COASTAL BEACH
A
6" X 8' II ANCHOR WALE
2" X 6" 11 BACK WALE
PROPOSED SHOREGUARD
CL 9900 VINYL SHEETING,
16' LONG MINIMUM
PROPOSED N" THRU-BOLTS;
2' O.C. (TYP)
PROPOSED CHANCE HELICAL
ANCHORS; 7' SPACING, (TYP)
ri
BULKHEAD PLAN VIEWO
SCALE 1"=5'
PILES, 20 FEET LONG (1 /
TOTAL) C
CV
DCE ##
LVINU lL I V IFIL)
AT END) 5 2.5 0 b 10 20
cy SECTION A— A ELEVATION DETAIL op I"=10
IBJ
44 2"x6" RAILING CAP
4"x4" POST BOLTED
THROUGH YOKES AND
2"x4" RAILINGS (TYP) JOISTS (TYP)
2"x12" STRINGERS
(6 TOTAL, TYP)
'RECESSED DECKING OR (3) 4'x10"
W/ 3/4" SPACING
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
/ PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
SURVEY BY DOWN CAPE ENGINEERING IN JULY, 2019 AND
COMPILED FROM PLANS ON RECORD RECORDED IN THE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 11'
NAVD 88) PER FIRM PANEL #591 OF 875, COMMUNITY MAP
i NUMBER 25001CO591J EFFECTIVE DATE JULY 16, 2014 AS
SHOWN ON THE FEMA ON-LINE DATA BASE.
WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY BRAD HAL
3 DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.8' NAVD 88
MEAN LOW WATER = -1.1 NAVD 88
L
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
THEREFORE NOT SUBJET TO MESA REVIEW
PROPOSED Vx9r CONSTRUCTION NOTES:
MONOPILE PIER
1. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION
INFORMATION AS NEEDED.
5 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 PROPOSED
WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL
PROPOSED 2'x8' SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY
STORAGE BENCH THE YARMOUTH CONSERVATION AUTHORITIES.
6 4, THE DOCK INSTALLATION 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
MARSH WITH SHALL MINIMAL A CTIVITYED AND OCCURRINGNTAINED BAEYONNDTOINSURE THE WORKMLIMIT.LMATEIVITY RIALSIN THE THE TI
AND EQUIPMENT SHALL BE
STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING
BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
_ 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE
REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE
MECHANICALLY DRIVEN FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO
THE BOTTOM WITH A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT.
A 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
DOCK PLAN VIEW DETAIL
PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
5 2.5 0 5 10 20 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' 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR
SHOREFRONT CONSULTING.
11, THE EXISTING OUTFALL PIPE SHALL REMAIN UNCHANGED. TIMBER WALL RECONSTRUCTION AND NEW
REVETMENT CONSTRUCTION SHALL WORK AROUND THIS STRUCTURE.
15, VINYL SHEETING SHALL BE SHOREGUARD CL -9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20.
ZLSHEETING SHALL BE 20 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM
CUTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED
/ BEFORE PROCEEDING.
16. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 8' ENGINEERED VINYL BULKHEAD", BY
/000 SHOREFRONT CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD
DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO
LONGER AVAILABLE. THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION
MODULUS OF 16.4; THEREFORE, THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED.
3/4" THROUGH—BOLTS
(TYP)
3"x10" YOKE; (2) TYP.
12
8 3"x8" CROSS
BRACING, (TYP)
4 °
3/4" THROUGH BOLT WITH
DOCK WASHERS (TYP)
0 8-10" GREENHEART PILE (INSTALL
BUTT END DOWN, TYP) OR
-4 ° "PEARSON" FIBERGLASS PILES
INSTALL SCREW ANCHOR AT
EACH BENT BEYOND MHW TO
PREVENT ICE UPLIFT
DOCK SECTION B—B ELEVATION DETAIL
1 .5 0 1 2 4
11=21
17. THE EXISTING TIMBER BULKHEAD CAN BE USED AS THE FALSEWORK FOR THE NEW BULKHEAD; THEREFORE,
THE RECONSTRUCTED BULKHEAD WILL END UP 3" LANDWARD OF ITS CURRENT LOCATION. THE EXISTING
TIMBER BULKHEAD SHALL BE COMPLETELY REMOVED AFTER THE NEW BULKHEAD IS STABLE.
NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
2"x6" RAILING B
CAP TYP
F 191
2"x4" RAILING
5/8" THROUGH 2"x6" DECKING W/ 3/4"
BOLT TYP SPACING; OVERLAP 1" (TYP)
2"x12" STRINGERS
(TYP)
3"x10" 3/4" THROUGH
YOKE; BOLT WITH DOCK
(2) TYP. WASHERS (TYP)
,,i3 x8 CROSS
BRACING, (TYP)
8-10" GREENHEART
OR FIBERGLASS
PILES (TYP)
B
DOCK SECTION A—A ELEVATION DETAIL
1 .5 0 1 2 4
1 11=2'
12't SALT MARSH PROPOSED 4'x69'± MONOPILE PIER;
EX TIMBER BULKHEAD; T.O.W.
DECK HEIGHT = 7.8'± NAV.::
PROPOSED
PROPOSED 2'x8'
ISTORAGE
1
1/26/21
DELETE REVETMENT; KEEP BULKHEAD, CHANGE TO MONOPILE
a 9'1 (TO BE RECONSTRUCI
.5
BATE
REVISION
BOAT LIFT
BENCH
PROJECT W.
SC -135
scALE
AS SHOWN
DA
12/22/20
AND MOVED 3"LANDWARD
DRAWN BY
MCB
CHECKED BY DO
DRAWING NO.
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMOUTHPORT, MA 02675
(508) 362-4541
SHOREFRONT CONSULTING
CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C — 1290
OF 1 SHEETS
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PROPOSED
PROR.PSED
"PEARSON" 0"0
PRO-
"PEhRiON" 12"0
PILES, 30 FEET
PROPOSED
"PEARSON"
10"0
PILES, 20 FEET LONG (1 /
TOTAL) C
CV
DCE ##
LVINU lL I V IFIL)
AT END) 5 2.5 0 b 10 20
cy SECTION A— A ELEVATION DETAIL op I"=10
IBJ
44 2"x6" RAILING CAP
4"x4" POST BOLTED
THROUGH YOKES AND
2"x4" RAILINGS (TYP) JOISTS (TYP)
2"x12" STRINGERS
(6 TOTAL, TYP)
'RECESSED DECKING OR (3) 4'x10"
W/ 3/4" SPACING
PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
/ PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
SURVEY BY DOWN CAPE ENGINEERING IN JULY, 2019 AND
COMPILED FROM PLANS ON RECORD RECORDED IN THE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 11'
NAVD 88) PER FIRM PANEL #591 OF 875, COMMUNITY MAP
i NUMBER 25001CO591J EFFECTIVE DATE JULY 16, 2014 AS
SHOWN ON THE FEMA ON-LINE DATA BASE.
WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY BRAD HAL
3 DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.8' NAVD 88
MEAN LOW WATER = -1.1 NAVD 88
L
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
THEREFORE NOT SUBJET TO MESA REVIEW
PROPOSED Vx9r CONSTRUCTION NOTES:
MONOPILE PIER
1. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION
INFORMATION AS NEEDED.
5 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 PROPOSED
WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL
PROPOSED 2'x8' SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY
STORAGE BENCH THE YARMOUTH CONSERVATION AUTHORITIES.
6 4, THE DOCK INSTALLATION 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
MARSH WITH SHALL MINIMAL A CTIVITYED AND OCCURRINGNTAINED BAEYONNDTOINSURE THE WORKMLIMIT.LMATEIVITY RIALSIN THE THE TI
AND EQUIPMENT SHALL BE
STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING
BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
_ 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE
REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE
MECHANICALLY DRIVEN FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO
THE BOTTOM WITH A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT.
A 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
DOCK PLAN VIEW DETAIL
PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
5 2.5 0 5 10 20 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' 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR
SHOREFRONT CONSULTING.
11, THE EXISTING OUTFALL PIPE SHALL REMAIN UNCHANGED. TIMBER WALL RECONSTRUCTION AND NEW
REVETMENT CONSTRUCTION SHALL WORK AROUND THIS STRUCTURE.
15, VINYL SHEETING SHALL BE SHOREGUARD CL -9900, OR EQUAL, WITH A MINIMUM SECTION MODULUS OF 20.
ZLSHEETING SHALL BE 20 -FOOT LONG SHEETS, AND SHALL BE DRIVEN TO THE FULL DEPTH WITH MINIMUM
CUTOFF. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED
/ BEFORE PROCEEDING.
16. REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 8' ENGINEERED VINYL BULKHEAD", BY
/000 SHOREFRONT CONSULTING, AND STAMPED BY MARK MCKENZIE, P.E., DATED 12/12/12 FOR BULKHEAD
DETAILS. THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO
LONGER AVAILABLE. THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION
MODULUS OF 16.4; THEREFORE, THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED.
3/4" THROUGH—BOLTS
(TYP)
3"x10" YOKE; (2) TYP.
12
8 3"x8" CROSS
BRACING, (TYP)
4 °
3/4" THROUGH BOLT WITH
DOCK WASHERS (TYP)
0 8-10" GREENHEART PILE (INSTALL
BUTT END DOWN, TYP) OR
-4 ° "PEARSON" FIBERGLASS PILES
INSTALL SCREW ANCHOR AT
EACH BENT BEYOND MHW TO
PREVENT ICE UPLIFT
DOCK SECTION B—B ELEVATION DETAIL
1 .5 0 1 2 4
11=21
17. THE EXISTING TIMBER BULKHEAD CAN BE USED AS THE FALSEWORK FOR THE NEW BULKHEAD; THEREFORE,
THE RECONSTRUCTED BULKHEAD WILL END UP 3" LANDWARD OF ITS CURRENT LOCATION. THE EXISTING
TIMBER BULKHEAD SHALL BE COMPLETELY REMOVED AFTER THE NEW BULKHEAD IS STABLE.
NO PART OF THIS DRAWING MAY BE USED BY
ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONSULTING AND
DOWN CAPE ENGINEERING, INC.
2"x6" RAILING B
CAP TYP
F 191
2"x4" RAILING
5/8" THROUGH 2"x6" DECKING W/ 3/4"
BOLT TYP SPACING; OVERLAP 1" (TYP)
2"x12" STRINGERS
(TYP)
3"x10" 3/4" THROUGH
YOKE; BOLT WITH DOCK
(2) TYP. WASHERS (TYP)
,,i3 x8 CROSS
BRACING, (TYP)
8-10" GREENHEART
OR FIBERGLASS
PILES (TYP)
B
DOCK SECTION A—A ELEVATION DETAIL
1 .5 0 1 2 4
1 11=2'
ry
i
1
1/26/21
DELETE REVETMENT; KEEP BULKHEAD, CHANGE TO MONOPILE
MCB
NO.
BATE
REVISION
6Y
SHEEP TITLE
PLAN SHOWING PROPOSED ROCK
REVETMENT AND BOAT LIFT
PROJECT W.
SC -135
scALE
AS SHOWN
DA
12/22/20
PROJECT
PAUL AND JOD Y STEEL
A VIEW DRIVESOUTH YARMOUTH.STEEL.DWG
DRAWN BY
MCB
CHECKED BY DO
DRAWING NO.
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMOUTHPORT, MA 02675
(508) 362-4541
SHOREFRONT CONSULTING
CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C — 1290
OF 1 SHEETS