HomeMy WebLinkAbout83-1961 - Proposed Pier & BulkheadN/F
PETERSON PAUL & CAROL
133 MAYFLOWER TERRACE
MAP 120 LOT 2
lz
N/F
L
U TON PATRICK & DORI
13
139 MAYFLOWER TERRACE
MAP 120 LOT 4
A
-73 \ \
CONSTRUCTION NOTES: SURVEY NOTES
'. 1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). MHW = 1.7' (MLW) OR 2.1' (NGVD).
_ T MLW = 0.4' (NGVD). CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION RECORD OWNER:
INFORMATION AS NEEDED.
% F�QPosl �O �� T LILLY JASON & TINA
10 �VO�SF 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND 143 MAYFLOWER TERRACE
P
OGS ,I5 AGF �� O DIRECTLY OVER THE APPLICANT'S PROPERTY. SO. YARMOUTH, MA 02664-1120
DEED BK. 26649 PG. 343
PQE40ly0G61 Q 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE PLAN BK. 79 PG. 101
F5 INSTALLATION OF THE BULKHEAD, PIER, RAMP, FLOAT, AND STEPS. EQUIPMENT AND
OFP \NL� O 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. PROPERTY IS SHOWN AS LOT 5 ASSESSOR'S MAP 120
s• O, APPEARS TO LIE WITHIN ZONE R-40 AND OUTSIDE OF THE
4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED FROM A AQUIFER PROTECTION DISTRICT PER TOWN OF YARMOUTH
WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ONLINE ZONING MAP LAST REVISED 4/4/2011.
(ALT RSH ) \ O� q �� ACCOMPLISHED
SD AGENT AND. T NO TIME SHALL THE WORKING BARGE COME IN CONTACT
ALTERN LORA \ ^ F 9p Y�FT0
EXTEND BULKHEAD +1 F✓ NC�F� S �O Oqo PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY
TD PROPERTY LINE NP O i, O - 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED,
G _ G y ,:d•q y, BY EXISTING GRADE INC. IN NOVEMBER, 2012 AND OCOMPILED FROM
O 9 i
i 9
t c T o• T WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT.,' MATERIALS AND PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY
PRUNE TO ESTABLISH F� r\, F F 1 F
\ PJ\� 5 cOCF
WORKING ARGE TO BE ANCHOREDTTO AVOID OTTOMINGPOUT, URNGNPERIODS OF -LOW 101.
SE
VIEW CORRIDOR ,S� 9- ,- i0 .E^ - �\OT IN U
ON OF DEEDS PLAN BOOK 79 PG
(\
EX. STAIRS TD BE y y "` '( 1 �.:,. • 00 O TIDE. _. ..
REBUILT 3' WIDE G /s CY o
_ F G' 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE: PLAN: IF DESIGN - ORIGIN OF BEARINGS IS PLAN BOOK 79 PAGE 101.
- F
EX. TREE 11I REMOVE - , , • PROP ED \ ��P 'Gy EMBEDMENT''CAN NOT BE REACHED, SHOREFRONT CONSULTING.. SHALL BE CONTACTED
DEAD WOO➢ ONLY VI< X FLOA `r - " -�J F BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM THE WORKING - -:
Ip \, BARGE WHERE POSSIBLE. WHERE NECESSARY, PILES CAN UTILIZE LOW PRESSURE
ORIGIN 'OF. ELEVATIONS ARE EASED ON FIRM REFERENCE MARK
BENCHMARK \ 1100 PROPOSED 3'x1 RAMP \ JETT1929, COPPER PLUG SOUTH WING
DRIVEN. ANYTO SET THE PILE, EXCESS MATERIALHTHE REMAINDER FROM JETTING SHAOF THE PILE LL BE REMOVEDNFROMCTHEICALLY RM BASE OF WALL ON WAESTNABUTME T 17.94 OF CONRAILOBBRIDGE OVER BASS RIVER.
MAG NAIL IN TREE , PROPOSE 2'x8' STDR GE BE H , , T' THE PILE AND MOVED TO AN UPLAND LOCATION. ' A ADJUSTED -.04 TO MLW.
EL = 19.38' (MLW) , SITE BENCH MARK HAS BEEN
PROPOSED 24' PIER ?SS� 7. FIBER ROLLS SHALL BE 12 -INCHES IN DIAMETER, EITHER 10' OR, 20' LENGTHS AS
S PUBLIC ACCESS, STAIRS \ \ R NEEDED. THE FIRST ROW SHALL BE COMPLETELY BURIED, WITH REMAINING ROWS PARCEL APPEARS TO LIE WITHIN FLOOD ZONES A-4(EL-6)
NS \ o SF TO� 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 EXISTING _
EX 0 p COMPATIBLE SAND AND PLANTED WITH AMERICAN BEACH GRASS, 12" ON CENTER AND COMMUNITY PANEL NUMBER '250015 0002 D MAP REVISED
DING, EL = 5.� MLW WOODY SHRUBS IN BETWEEN THE ROWS OF FIBER ROLLS. JULY 2, 1992 AS SHOWN ON FEMA ON LINE DATA BASE.
4, ` Q EXISTING FAILING BULKHEAD �9 \ 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR
OA �i ;:yn \ TO BE 5 REBUT TT.O.W.=6. ') /06R�gr CONSULTING-CORANDON REC
EIVE I ION. ALL
WORK
SHALL
BENZ EQUIPMENT BY FROM THE SHOREFRONT
EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM
rj FIELD SURVEY PERFORMED BY EXISTING GRADE INC.
9g O IN NOVEMBER, 2012.
✓ o
TREE Ik2; s \ P OPOSED 8' \ O 0. 9• THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO
1{ ✓} DE- ENE AND L B RE RN WITH 12 RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
ONLY T REMO D [ FIBE ROLLS \ 10. 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 SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH
FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,
ANY WORK. OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE
" ` B \ . _ \ 9• �,_ \ \ AND CURRENT TITLE SEARCH MAY DISCLOSE.
(n REMOVE TREES 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED OR
�f O JA -Q, (17 ❑TAL) •;_. OTHER ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION
1
�f EX. DECK D \: �', ` SALT MARSH \ COMMISSION. ALL TIMBER USED FOR STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
\ �\ (ALTERNIF ORA) PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC.
(REBUILT) , y 5/ �\ \�. \ CONSULTING.
C , F E 7 \ ✓�\� THE SITE IS NOT LOCATED WITHIN AREAS OF NHESP HABITAT
,✓ d \ a - 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE
AND THEREFORE DOES NOT REQUIRE MESA REVIEW.
ANODVEPLANTBS SHOREFRONT�\✓s BOTTOM OF BANK - APPROVED BY OWNER OR SHOREFRONT CONSULTING.
o TOP OF SCARP 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE
ZC PRUNE TO ESTABLISH INCLUDED WITH THESE SPECIFICATIONS AND REMAIN IN FORCE UNTIL THE PROJECT IS
TOP OF BANK 2 VIEW CORRIDORS COMPLETED.
H[/
PROPOSED BUFFER STRIP14. THE BULKHEAD SHEETING SHALL BE AS SPECIFIED OR EQUAL. ANY ALTERNATE
/ ; SHEETING CHOSEN SHALL MEET THE MINIMUM REQUIREMENTS AS SPECIFIED IN THE (2) 3" X 8' P.T. CAP;
L SEE PLANTING LIST BULKHEAD DETAIL AND SHALL REQUIRE PRIOR APPROVAL FROM SHOREFRONT W
I / / h" GALV. BOLTS
\� -50' OFFSET FROM CONSULTING. 0 3' O.C. (TYP)
..TOP OF BANK )r GALV. LAG BOLTS
N�.. 15. THE BULKHEAD SPECIFICATIONS ARE FOR NO MORE THAN 5' OF OVERBURDEN. THE
r / ®J' O.C. (TYP) (ALTERNATE
BEACH SHALL REQUIRE RENOURISHMENT IF THE ELEVATION DROPS TO LEAVE MORE THAN
/ -
5 FEET OF EXPOSURE. WITH CAP THRU-BOLTS (TYP)
SITE PLAN(2) 3" X 6" P.T. CAP
16. TREES 1 AND 2 ARE TO BE LIMBED, DEVINED, AND HAVE ALL DEADWOOD REMOVED. SUPPORTS; W/ )z" GALV.
100' OFFSET FROM
10 0 10 20' 40 TREES A -Q ARE TO BE REMOVED WITH STUMPS GROUND TO 6" BELOW GRADE. BOLTS ® 3' O.C. (TYP)
TOP OF BANK17. REFER TO LANDSCAPE PLAN BY COYS BROOKLANDSCAPING FOR PLANTING LIST AND SHOREGUARD SG -525 SHEETING (TYP)
EXISTING FENCE N/F
-... LOCATIONS.
TALLMAN BRADFORD & ANNE, l"=20' � "
147 'MAYFLOWER TERRACE - CAP DETAIL
- MAP 120 LDT 6 EXISTING GRADE FILL IN SCARP BEHIND WALL WITH COMPATIBLE MATERIAL
AND PLANT WITH AMERICAN BEACH GRASS OR EQUAL AND 1"=2'
r
TOP OF WALL SHALL BE 6' (MLW)
O
PROPOSED CAP; SEE DETAIL
RECRADE SCARP WITH COMPATIBLE MATERIAL AND
EXISTING GRADE PLANT WITH AMERICAN BEACH GRASS, 12" O.C.. THROUGH
/ PLANT WOODY SHRUBS BETWEEN ROLLS 3' O.C. BOLTS (TYP)
3' X 6" CAP SUPPORT WALE 2'±(T(P)
0
PROPOSED 12" DIAM, 20' .,'. <. EXISTING GRADE
TOP OF SCARP LONG FIBER ROLLS
PROPOSED SHOREGUARD SG -525 VINYL SHEETING OR EQUAL
EXISTING SCARP r _.. SHEETING SHALL BE 16 FEET LONG, AND HAVE MINIMUM
3' X 6-11 BACK WALE MOMENT OF 4,300 LB -FT, WITH 10' MINIMUM EMBEDMENT FOR
BOTTOM OF COASTAL BANK- A MAXIMUM OVERBURDEN OF 5 FEEL
PROPOSED SHOREGUARD
S.S. CABLE ANCHORS; DB 68 EXISTING GRADE - PROPOSED 1/2" THRU-BOL SG -525 VINYL SHEETING,
4" x 4" SUPPORT\
'*
OR EQUAL; (ANCHOR EVERY 3 '.,..2', D.C. (TYP) _ 16' .LONG MINIMUM : POSTS; EMBED 4' I
FT.); EMBED 5' MINIMUM INTO 3/8" STAINLESS STEEL CABLE; SLEEVE IN FLEXIBLE MINIMUM (TYP)
UNDISTURBED SOIL. - HOSE TO PREVENT CHAFFING FIBER ROLLS
BULKHEAD PLAN VIEW DETAIL 2'� X 12" DOUBLED JOIST
FIBER ROLL DETAIL SCALE 1"=2' BULKHEAD SHEETING DETAIL HEADERS (TYP)
SCALE 1"=5' 2" x 8" FLOOR JOISTS, FLUSH FRAMED
u
16" O.C., WITH GALV. HANGERS (TYP)
SCALE 1"=5'
LJ
LJ
+I
PIER, RAMP AND FLOAT EXTEND 54't BEYOND MHW �� APPROXIMATELY 50't TO EDGE OF CHANNEL cTAIR DCTAII c
MHW=1.7' J ! L I ILJ
LAWN -I COASTAL BANK COASTAL BEACH -�I LAND UNDER OCEAN
TOP OF BANK (VARIES BOB
ALONG SLOPE) MLW=0.0'
24 _~EXISTING DWELLING
B x 4' INSIDE MAX.
2"x6" RAILING CAP
2"x6" RAILING CAP (TYP)
:.
22 _.... ...._.. _._.._ _ . _..... ......____._. -._.._ _.._.
EXISTING ACCESS STAIRTO BE
......_, . - REBUILT AND INCREASE'? WIDTH TO 3
--._.. ...... .__ .._ -- _-._ ....__ :.... ...... .r
�W
MEAN HIGH WATER
MLW
2"x4".. RAILING (TYP)
4"x4" POST (TYP)
20
__ __..-
_ _. __.,.,
___._._
__ _.. _. _.,
11.
MARSH
BETWEEN DECK BOARDS (TYP)
MARSH (SPARTINA ALTERNIFLORA)
R
18 !._____.
_ _
_
PROPOSED_4�x24'. PIER;
2" x 12" STAIR
STRINGER (TYP)
°
°
'
2"x DECKING W/
((2) 2" X 6" OPTIONAL)
NEW ACCESS STAIRS SHALL
__ _ _ _..,_. .__._..._-_ _.._, __.
DECK 1 L= 6.5' (MLW) PROPOSED
- - -. - ..-_..__ _ _ -- _ ._.__ ....
. _..._ _..-_-- '_- -._.._ _._. _. _.._ . _... .._ _.---
16
2"x4" RAILING (TYP) ..
4'a" PACING;
S
16 !.-__ ..__.._._.._,.. _.. _. --
_--,_ _ .._._- MANTAIN-"1-8"..MINIMUM --- __�
OVER GRADE
._. _ :.'.
__.,.____. ,PUBLIC_ ACCESS-_-__-
EXISTING PIER; EL. 5.3- 3'x18' RAMP
PROPOSED ANCHOR PILES; 12`, _ _- __ _ „___
14
OVERLAP 1 O
+�
14 :
_ __ _____'CLEARANCE _.
r
__-._.._.. _
(BOTH sIDEs)
_,„PROPOSED
...
_2'.x8' __. _..
----.._. .'.OF""PILE"SHALL_.HE-1"0'."MLW)
DIAM, 30 LONG (3 TOTAL; TOP , . _
THROUGH
12 _.__.... _._-..___,.
_;..._..__._.._.... ._-_-_ _._--.._.___.
____._. ___--.. __..... ._...........
B STORAGE BENCH
-
2xBSTRINGERS
4"
BOLT WITH DOCK
10 _ _.
_ __ '_ -__-_
-
10
V THROUGH
BOLT (TYP)
(TYP)
WASHERS (TYP)
EXISTING BULKHEAD
T.O.W.= 6.0't,MLW
._- _.._. N _. _
_
_ .__ ..---- _____ .___
8
8 _ _ _
TO BE REPLACED IN
KIND; (SEE DETAIL)
PROPOSED
3/a" THROUGH BOLT
6 -..-400-YEAR-- FLOOD
-ZONE-A4--`-- .___
._._-._.
-
-- ---- --
_ ._
- 10x20' FLOAT ---- -- --
6
°
2"x8" STRINGERS (TYP)
WITH DOCK WASHERS
4 i__EL. 6'__(NGVD)._ _-
'.. _.,.._ __-__--
TOP OF SCARP-
-_--. ..___.._ ,. _. -- _
_ -- �-.__--- - --
_ ._ __ _.- - -- _. _.._
4
(TYP) AT EACH PILE
BOTTOM OF COASTAL BANK ,. :' __
_.Elf-'� I -.:__ -
_ _ :._MHW -=L7'.
2
--' \2-x6- DECKING W/
i ° i 3"X 8" YOKE; (2) TYP.
i°
2 �.__
I
ML
�LAP
=0.0'SEE-DETAIL
YOKE;
VER 1" TYP
'
_._---- :.�-..._.. _
.
_,....__. _
.--__ _ ..._ _ .-_._...
-
a
4'4" THROUGH
,.._.
I
-
�'a' THROUGH
° BOLT WITH DOCK
- _ _ ..
4
__--- - .. ___'- -, .__ _ _
i
_ _-_-. _ ... __ _ _...:___. ,
PROPOSED PILES; 8" DIAM. 1
_.;
..._ _.. __ I _ ._ _. ---._ _ . _
INSTALL ANCHOR _- ...
_ ..__ _ . . ____.._ _ __. __ _--_ `. _-__ _
_ _.._ :
- 4
-6
BOLT WITH DOCK
WASHERS (TYP)
WASHERS (TYP)
20' LONG (6 TOTAL)
ICE
°
8 __. _.....
_ --- -
- _
___ - -- L --- _.
UPLIFT-
__- _--- _---
-8
_�3"x8" CROSS
----
---- -
° PILES (EjART
--
-10
BRACING, (TYP)
°
0 20 40 60 80 100 110 120 ° 3" x B" cRoss
8" GREENHEART BRACIL: NG, (TYP)
PILES (TYP) -�
SECTION A -A ELEVATION
5 0 5 10 20; DETAIL A, PIER ELEVATION SECTION B -B ELEVATION
SCALE: 1'=2' SCALE: 1 "=2,
LEGEND
-- • -
EDGE OF MARSH
�W
MEAN HIGH WATER
MLW
MEAN LOW WATER
- -2- - -
ELEVATION CONTOUR
35" RAILING
HEIGHT
PROPERTY LINE
LIMIT OF WORK/ACCESS
11.
MARSH
BETWEEN DECK BOARDS (TYP)
MARSH (SPARTINA ALTERNIFLORA)
R
TREE TO BE REMOVED
POST CAP (TYP)
RAILING (TYP)
2' x 4" BALLUSTERS,
4" SPACING (TYP)
4" x 4" RAILING
35" RAILING
HEIGHT
SUPPORT POSTS (TYP)
�.1112"
X 6"DECKING, )z" SPACE
W" THROUGH
BETWEEN DECK BOARDS (TYP)
BOLTS (TYP)
PRWECT N0.
SC -18
5CuE AS SHOWN
2" x 4" TREAD SUPPORTS;
PRWE
143 MAYFLOWER
THROUGH BOLTED INTO
2" x 12" STAIR
STRINGER (TYP)
STRINGERS (TYP)
SEE NOTE 13
2" x 12" STAIR TREADS (TYP),
C-'�
1 of 1 sHEErs
((2) 2" X 6" OPTIONAL)
OF
- a�ySN
Et)VJ1IN Sim
X02
GLE S JR. A
-
o Na
ii
ii SSlONAL.Ea
II
+�
ii
11 _
STAIR DETAILS - FRONT
ELEVATION
10'
N0.
OATE REV510N
BY
SHEET TITLE
PLAN
BULKHEAD
SHOWING PROPOSED PIER &
RECONSTRUCTION & LANDSCAPING
PRWECT N0.
SC -18
5CuE AS SHOWN
GA,E 02-24-13
PRWE
143 MAYFLOWER
JASON LILLY
TERRACE YARMOUTH, MA
m" w
MCB
GHM�W EG
DRAWING W.
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSUL'nNG.COM
C-'�
1 of 1 sHEErs