HomeMy WebLinkAbout83-1961 - Proposed Pier & Bulkhead002N/F
PETERSON PAUL & CAROL
133 MAYFLOWER TERRACE
MAP 120 LOT 2
N/F
MOULTON PATRICK & DORI
139 MAYFLOWER TERRACE,.
MAP 120 LOT 4
N
l l CONSTRUCTION NOTES: SURVEY NOTES:
1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). MHW = 1.7' (MLW) OR 2.1' (NGVD).
MLW = 0.4' (NGVD). CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION RECORD OWNER:
t`, W INFORMATION AS NEEDED.
E OP 01p. (((���� LILLY JASON &TINA
\� 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND 143 MAYFLOWER TERRACE
6�Z_ O ` DIRECTLY OVER THE APPLICANT'S PROPERTY. SO. YARMOUTH, MA 02664-1120
0- DEED BK. 26649 PG. 343
I�c'\tA`'�PQp� `ZOG Q 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE PLAN BK. 79 PG. 101
12ly INSTALLATION OF THE BULKHEAD, PIER, RAMP, FLOAT, AND STEPS. EQUIPMENT AND
MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED
GF'Q . 1 - - O Q WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED
OF' I \ "�iy\ BY THE YARMOUTH CONSERVATION AUTHORITIES. PROPERTY IS SHOWN AS LOT 5 ASSESSOR'S MAP 120
7-o , �i01 O, APPEARS TO LIE WITHIN ZONE R-40 AND OUTSIDE OF THE
y A SSq 4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED FROM A AQUIFER PROTECTION DISTRICT,PER TOWN OF YARMOUTH
<^ \ \ y0 yp WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ONLINE ZONING MAP LAST REVISED 4/4/2011.
aSALT RSH \ O�pq PF F ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT
(ALTERN LORA)li2EAD�T0 ' WITH THE ADJACENT MARSH.
TOTPROPERTYHLINE "' C �� P EV C d O
\ NN S O AA PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY
O 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED, BY EXISTING GRADE INC. IN NOVEMBER, 2012 AND OCOMPILED FROM
PRUNE TO ESTABLISH ¥ . y �\ 4'p� 9�cn o,"�S�TF WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY
VIEW CORRIDOR tP t \ F� EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. OF DEEDS PLAN BOOK 79 PG. 101.
c WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW
EX. STAIRS TD BE S2�^ f \ c0. TIDE.
REBUILT 3' WIDE y �' / "st
' ° r \ F9ctiq ; 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN ORIGIN OF BEARINGS IS PLAN HOOK 79 PAGE 101.
EX. TREE "' REMOVE � � PROP ED Pp �y EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED
DEAD WOOD ONLY I in, X FLOA s tic! BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM THE WORKING
BARGE WHERE POSSIBLE. WHERE NECESSARY, PILES CAN UTILIZE LOW PRESSURE ORIGIN OF ELEVATIONS ARE BASED ON FIRM REFERENCE MARK
PROPOSED 3`x1 RAMP JETTING TO SET THE PILE, WITH THE REMAINDER OF THE PILE BEING MECHANICALLY RM 9 ELEVATION 17.94 NGVD '1929, COPPER PLUG SOUTH WING
BENCHMARK \ : \\I DRIVEN. ANY EXCESS MATERIAL FROM JETTING SHALL BE REMOVED FROM THE BASE OF WALL ON WEST ABUTMENT OF PONRAIL BRIDGE OVER BASS RIVER.
MAG NAIL IN TREE PROPOSE 2'x8' STORAGE BENCHI THE PILE AND MOVED TO AN UPLAND LOCATION. SITE BENCH MARK HAS BEEN ADJUSTED -.04' TO MLW.
PROPOSED 24' PIER 2SS� 7. FIBER ROLLS SHALL BE 12 -INCHES IN DIAMETER, EITHER 10' OR 20' LENGTHS AS
\PUBLIC ACCES STAIRS \ \ NEEDED. THE FIRST ROW SHALL BE COMPLETELY BURIED, WITH REMAINING ROWS PARCEL APPEARS TO LIE WITHfA FLOOD ZONES A-4(EL-6)
"S Tp\ STACKED AT A SLOPE OF 1.5 TO 1. THE FIBER ROLLS SHALL BE COVERED WITH AND ZONE C PER FIRM PANEL! #2 OF 7,
TOP OF EXIST!N
DGEMLW 5`--�.
EX.
Y COMPATIBLE SAND AND PLANTED WITH AMERICAN BEACH GRASS, 12" ON CENTER AND COMMUNITY PANEL NUMBER 207015 0002 D MAP REVISED
5NE0 T IN, L = .� '
\ l WOODY SHRUBS IN BETWEEN THE ROWS OF FIBER ROLLS. JULY 2, 1992 AS SHOWN ON FEMA ON LINE DATA BASE.
Q EXISTING 5 FAILING B KHEAD ¢, g \ 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR
O
\ Q TO BE REBU T T.O.W.=6. ') �O AVL PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT
/ 6A 9} EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM
CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. FIELD SURVEY PERFORMED BY'EXISTING GRADE INC.
w \\ E % p p \ \ 99p�OpC IN NOVEMBER, 2012.
•.`r TREE i2
9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO
P�OPOSED 8'
DE- NE \ RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
� � RET��I1RN WITH 12 -
u ❑ ONLY T REMO D i FIBEl8' ROLLS \
> 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR
µ`; \ \i \ \ THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF SURVEYOR HAS MADE NO .INVESTIGATION OR INDEPENDENT SEARCHFOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
A $ ANY WORK. OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE
GE5 B AND CURRENT TITLE SEARCH NAY DISCLOSE.
S FES M t;. REMJVE TREES \ \ 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED OR
L SNEO �� `\\\\\ A -Q, <17 OTAL) yy \ \ \� �, \ ` SALT MARSH \ COMOTHMISSON.ROT RALL ANT I TIMBER USED AS OR STRUOVED BY THE CTURAL FRAMINGRMOUTH CONSERVATION
(ABOVE GRADE)) SHALL BE WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
I
EX. DECK \ ALTERNIF ORA PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT
( q ) SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC.
\' �> v
ff. (REBUILT) \ �^ \ Ir,�.o \ CONSULTING.
T F ✓ THE SITE IS NOT LOCATED WITHIN AREAS OF NHESP HABITAT
12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE
AND THEREFORE DOES NOT REQUIRE MESA REVIEW.
A
,.,• W �.,.. R_ OVE SHRUBS ';/ \✓s BOTTOM OF BANK APPROVED BY OWNER OR SHOREFRONT CONSULTING.
'\ AV EPLANT \
TOP OF SCARP 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE
ZC INCLUDED WITH THESE SPECIFICATIONS AND REMAIN IN FORCE UNTIL THE PROJECT IS
PRUNE TO ESTABLISH
. RDj?CTSED_ 4GC1RK �`- TOP OF BANK 2.VIEW CORRIDORS
COMPLETED. -
AND ACCESS LIMIT
PROPOSED BUFFER STRIP) 14.
H/ PI THE BULKHEAD SHEETING SHALL BE AS SPECIFIED OR EQUAL. ANY ALTERNATE
S7 C SHEETING CHOSEN SHALL MEET THE MINIMUM REQUIREMENTS AS SPECIFIED IN THE (2) 3" X B" P.T. CAP;
SEE PLANTING LIST
I / \ BULKHEAD DETAIL AND SHALL REQUIRE PRIOR APPROVAL FROM SHOREFRONT W/ )¢" GALV. BOLTS
EX1 �T[NG PAVED DTLIVEWAY CONSULTING.
/ "`-50' OFFSET FROM 0 3' O.C. (T1')
r / TOP OF BANK 15. THE BULKHEAD SPECIFICATIONS ARE FOR NO MORE THAN 5' OF OVERBURDEN. THE 14" GALV. LAG BOLTS
r -�0 3' O.C. (TIP) (ALTERNATE
BEACH SHALL REQUIRE RENOURISHMENT IF THE ELEVATION DROPS TO LEAVE MORE THAN
Q / 5 FEET OF EXPOSURE. MIF CAP THRU-BOLTS (TYP)
SITE PLAN 16. TREES 1 AND 2 ARE TO BE LIMBED, DEVINED, AND HAVE ALL DEADWOOD REMOVED. (2) 3" X 6' P.T. CAP
SUOPORTS; W/ )1 GALV.
,,A TREES A -Q ARE TO BE REMOVED WITH STUMPS GROUND TO 6" BELOW GRADE. BOLTS ® 3' O.C. TIP
d 100' OFFSET FROM 10 0 10 20 4.0 (TYP)
%3 TOP OF BANK 17. REFER TO LANDSCAPE PLAN BY COYS BROOK LANDSCAPING FOR PLANTING LIST AND SHOFGUARD SG -525 SHEETING (TYP)
J 1"=20' LOCATIONS.
90- _ _. - EXISTING FENCE TALLMAN BRAD60RD & ANNE
147 MAYFLOWER TERRACE ___ CAP DETAIL
MAP 120 LOT 6 E7;ISTING'GRADE FILL JNSCARP BEHIND WALL WITH COMPATIBLE MATERIAL
AND PLANT M1TH AMERICAN BEACH GRASS OR ""EQUAL ""ALE 1 =2
TOP OF WALL SHALL BE 6' (MLW)
'.: PROPDSED CAP; SEE DETAIL
REGRADE SCARP WITH COMPATIBLE MATERIAL AND
EXISTING GRADE
PLANT WITH AMERICAN BEACH GRASS, 12" O.C..THROUGH
PLANT WOODY SHRUBS BETWEEN ROLLS 3' O.C. i
3"
BOLTS (TYP)
X 6" CAP SUPPORT WALE 2'± (TYP) o _
PROPOSED 12° DIAM., 20' EXISTING GRADE
TOP OF SCARP
LONG FIBER ROLLS
1.5 ; PROPOSED SHOREGUARD SG -525 VINYL SHEETING OR EQUAL
EXISTING SCARP
SHEETING SHALL 8E 16 FEET LONG, AND HAVE MINIMUMMOM
r A MAXIMUOF 4,300 LB -FT, WITH M OVERBURDEN OF 5 FEET MINIMUM EMBEDMENT FOR '
BOTTOM OF COASTAL BANK ,, � Ii
j PROPOSED SHOREGUARD
S.S. CABLE ANCHORS; DB 68 EXISTING GRADE PROPOSED 1/2' THRU-BOLTS; SG -525 VINYL SHEETING, 4" x 4" SUPPORT\
OR EQUAL; (ANCHOR EVERY 3 2' O.C. (TYP) 16' LONG MINIMUM POSTS; EMBED 4' a
FT.); EMBED 5' MINIMUM INTO 3/8" STAINLESS STEEL CABLE; SLEEVE IN FLEXIBLEu MINIMUM (TYP) IL J'
UNDISTURBED SOIL. HOSE TO PREVENT CHAFFING FIBER ROLLS
2" x 12" DOUBLEDJOIST o
BULKHEAD PLAN VIEW DETAIL BULKHEAD SHEETING DETAIL HEADERS (TYP)
FIBER ROLL DETAIL SCALE 1"=2
SCALE 1"=5' 2" x 8" FLOOR JOISTS, FLUSH FRAMED
SCALE 1"=5' 16" O.C., WITH GALV. HANGERS (TYP)
LJ `
Li
PIER, RAMP AND FLOAT EXTEND 54'± BEYOND MHW�- APPROXIMATELY 50'± TO EDGE OF CHANNEL -�-
MHW-1. _STAIR DrTAILS
LAWN COASTAL BANKS COASTAL BEACH LAND UNDER OCEAN
TOP OF BANK (VARIES BOF
ALONG SLOPE) MLW=0.0' f 4' INSIDE MAX.
TY
EXISTING DWELLING - 2"x6" RAILING _CAP (TYP)
24 , EXISTING ACCESS STARS TO BE _,---. -_---.--..._._. _ _ _ .____-__ _:-. 22 2"x6" RAILING CAP (TYP)
22 __ _.. ___..___ __ _-__ - -- REBUILT AND INCREAS' WIDTH TO 3' 2x4 RAI LIN TYP
20 -- - - 4"x4"'POST (TYP)
__ _ _ PROPOSED _4x24 PIER " G
20 � )
_ _ -.. _ _. _.} . _.__.. ... _-_.._ ._.....-. _ .. _. -_:. _ , ._.. -_-- IF __._. _ -_ 18 2„x6 DECKING W
18 ' __ NEW ACCESS STA RS SHALL DECK fL.= :6.5' (MLW) ROPOSED /
16 ' -. ____�_____.. _:._ _ -._._._..: MAINTAIN'18"-MINIMUM_--- -_-- - - --- - -- - - - - ---� -----_-- -._ -._.__ _ - -_-- _ __._._ _ _.. ___. ._w_......._..._ 16 , 2"x4" RAILING (TYP) �a". SPACING;
._. :._. __._ -�. _-_
_- __ _" PUBLIC ACCESS EXISTING _PIER EL. 5.3' 3'x18'• RAMP PROPOSED ANCHOR PILES; 12 _____,_ _ .,,..___ _._, 14 OVERLAP 1 (TYP)
14 ------ -------- --- NICE OVER -GRADE - ---- ---- ---- (BOTH SIDES) DIAM,30 LONG (3 TOTAL; TOP j _ -
12 - ---- ---- _ _
_ _ PROPOSED,2'xH -__.. __.._ OF"PILE"-SHALL BE 10.''MLW) `. ..._. O 2"x8" STRINGERS BOLT WITH -7Y4"- THROUGH
BTT STORAGE EIENCH
10 j __- - J _- - -- -- -- 8 THROUGHWASHERS (TYP)
12
EXISTING BULKHEAD T.O.W 6.0'± MLW _, i _ _ ._ _ a/ _ - ;. 10 BOLT (TYP) -
TO BE REPLACED 1N KIND; (SEE DETAIL) PROPOSED OUCH BOLT
6 100 -YEAR FLOOD -ZONE-A4-- ------ TOP OF S ARP - 10`x20' FLOAT 6 0 2"x8" STRINGERS (TYP) WITH DOCK WASHERS
4 EL. 6' _(NGVD)._._ _- _. _. _ - _- �i -_.- .. __ _ _ __._ _ ,.. -_ 4 " (TYP) AT EACH PILE
.__BOTTOM OF COASTAL BANK ��� -�.B�J __ _ I,v-._ ___- _ ... _ _ l_MNW_=.1.7 - _= 2"x6" "DECKING W/ i i 3" X 8' YOKE; (2) TYP
2 3"x8 e
__.-----..__._.--_.. _.----- - ___._- _ SPACING;::
0 ✓ PROPOSED FIBERSEE. DETAIL A ---. I �_._...._ .. ,. -- ._ ____. 3'_.MIN 02MLW =Q.O' YOKE; l'P OVERLAP 1" (TYP)
-_. __ _., _.__-- -- ---- _ --.._ _ --. --- _ _ .. I_. ---- . _�..._ V THROUGH
-2 - ROLLS; SEE DETAIL 1 34" THROUGH
-4 , . -- --- ----- - --- - - j - - - _ BOLT WITH DOCK
PROPOSED PILES- 8" DLAM. INSTALL ANCHOR ; - WASHERS ) WASHERSBOLT H(DOCK
-6 __ TO PREVENT ICE "
g (TYP)
20' LONG (6 TOTAL)
_ _ _- _ _,_ _---_- __ UPLIFT---__ _ _,___ ____ __---__-._--_-- _8 �_ .. 8" GREENHEART
0 0
_8 __. .- __ -- - ._-. __. _-.. ------ --- - 10 ---- - BRACING,R (S ) " PILES TYP -
0 20 40 60 80 100 110 120 TYP (TYP)
o -_�-
3" X 8" CROSS
BRACING, (TYP) Yarmouth Cone
8" GREENHEART OQmrrJdIIs
PILES (TYP)
SECTION A -A ELEVATION B MAR Oi
5 5 ,0 20 DETAIL A, PIER ELEVATION SECTION 13-B ELEVATION R E C E I
1 "-10' SCALE: 1"--2' SCALE: 1"=2' .
LEGEND
- - -
EDGE OF MARSH
�Hw
MEAN HIGH WATER
MLW
MEAN LOW WATER
- -2- - -
ELEVATION CONTOUR
35" RAILING
HEIGHT
PROPERTY LINE
LIMIT OF WORK/ACCESS
1I7
" THROUGH
MARSH
Y
MARSH (SPARTINA ALTERNIFLORA)
R
TREE TO BE REMOVED
POST CAP (TYP)
RAILING (TYP)
2" x 4" BALLUSTERS,
__T
4" SPACING (TYP)
4" x 4" RAILING
35" RAILING
HEIGHT
SUPPORT POSTS (TYP)
NO.
2" X 6 -DECKING, h- SPACE
" THROUGH
BETWEEN DECK BOARDS (TYP)
BOLTS (TYP)
PROJECT NO.
SC -18
sc'` AS SHOWN
2" x 4" TREAD SUPPORTS;
PROJECT
143 MAYFLOWER
THROUGH BOLTED INTO
2" x 12" STAIRSTRINGER
(TYP)
STRINGERS (TYP)
2" x 12" STAIR TREADS (TYP),
SEE NOTE 13
((2) 2" X 6" OPTIONAL)
�{ OF Mqs
��G
a p2�a�EDW1At
C31 E S
Na
3'�li
Gia
SSIONAL E�
STAIR DETAILS - FRONT
ELEVATION
NO.
URTE RE ON
w
SHEEP I
PLAN
BULKHEAD
SHOWING PROPOSED PIER &
RECONSTRUCTION & LANDSCAPING
PROJECT NO.
SC -18
sc'` AS SHOWN
02-24-13
PROJECT
143 MAYFLOWER
JASON LILLY
TERRACE YARMOUTH, MA
DRAYlN g( MGB
EG
oRnxvNc No.
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C-'
OP! SH=