HomeMy WebLinkAbout83-1949 - proposed walkway, ramp, float, and erosion control002N/F
SHEAHAN, JAMES E TRS
238 BLUE ROCK ROAD
MAP 101 t -UT 171 /
Etc �OC�
FIFA ��
�FMF�T `I0,
FASTEN TREADS WITH COATED TIMBERLOCK
FASTENERS AND/OR 3/8"X10" GALVANIZED
` SPIKES
48' CK TREADS
6"X6'� OR (8'x8") HEMLOCK
'COMPACTED PACTED B
ACKF LL
OPTIONAL 1/2" X 2'
REBAR TO SECURE
TREADS TO GROUND
WITHOUT SIDE TIMBERS 14" MIN
TREAD DEPTH
PROPOSED A T -GRADE STEP DETAIL B
SCALE: 1 "=5'
(:ONSTRUCTION NOTES:
SURVEY NOTES:
1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). CONTACT SHOREFRONT
• CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED.
�. RED BUOY 3FSC7 RECORD OWNER
. - - - - 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN ROGERS DANIEL
AND DIRECTLY OVER THE APPLICANTS PROPERTY. ASSESSOR MAP t01 LOT 172
CERTIFICATE 91005
\ 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE
APPROX. 40' WIDE CHANNEL � �, \� INSTALLATION OF THE WALKWAY, RAMP, FLOAT, AND STEPS. EQUIPMENT AND
MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL PROPERTY IS SHO'�NN AS LOT 172 ON YARMOUTH ASSESSOR'S MAP 101
SUBMrrrED WITH THE NOTICE. OF INTENT, THE RESULTING ORDER OF CONDITIONS AND LIES WITHIN20NE R 40 AND OUTSIDE OF THE AQUIFER PROTECTION
AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. DISTRICT PER TOV,'N OF YARMOUTH ONLINE ZONING MAP
o LAST REVISED 4T/^011.
THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED
i.{ o FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK
SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE PROPERTY LINES DEPICTED HEREON ARE BASED ON AFIELD SURVEY
COME IN CONTACT WITH THE MARSH. BY EXISTING GRPIE INC. IN AUGUST AND SEPTEMBER, 2012 AND
COMPILED FROMFL ANS ON RECORD RECORDED IN THE BARNSTABLE
5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE P ANQ MAINTAINED COUNTY REGISTRY OF DEEDS LAND COURT PLANS: 28477-B
TO-INSUREINIMAL ACTIVITY iN TING MARSH, WI MINIMAL•ACTI
/ RING BEYOND THE WORK -LIMIT. )EQUIPMENT SHALL BE ORIGIN OF BEARINGS IS LAND COURT PLAN 28477-B, LOT 15,
APPLICANPS PWPE!TY-LYURI OF HIGH TIDE AND WHEN NOT IN USE.
/ - WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS
/ ORIGIN OF ELEV£, (IONS ARE BASED ON FIRM REFERENCE MARK RM 9
�o \' I OF LOW TIDE. ELEVATION 17.94RGVD 1929, AS SHOWN ON RECOPIED LICENSE PLAN NO.
/ 1 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN 12243•
EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE
PARCEL APPEARS TO LIE WITHIN FLOOD ZONES A-5 JEL-V NGVD),
CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM
THE WORKING BARGE WHERE POSSIBLE. WHERE NECESSARY, PILES CAN BE, ZONE B AND ZONE PER FIRM PANEL #2 OF 7,
O 1 INITIALLY JETTED INTO PLACE TO SET THE PILE, WITH THE REMAINDER OF THE COMMUNITY PANEL NUMBER 250015 0002 D MAP REVISED
`PILE BEING MECHANICALLY DRIVEN. ANY EXCESS MATERIAL FROM JETTING SHALL JULY 2,1992 AS &OWN ON FEMA ON LINE DATA BASE.
BE REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION.
EXISTING CONDITt0NS SHOWN HEREON WERE COMPILED FROM
Z PLYWOOD MAY DE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING FIELD SURVEY PEE:FORMED BY EXISTING GRADE INC.
CONSTRUCTION, BUT SHALL BE REMOVED AT THE END OF EACH WORK DAY. IN SEPTEMBER 2312.
�00'f T6NOPPOSITE SHORELINE �� ✓ / �� _
�� 8. 14LLAREAS DISTURBED DURING CONSTRUCTION SHALL tE RETURNED TO THEIR WETLAND RESOUIPCES SHOWN WERE FIELD IDENTIFIED BY
.PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC.
SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING
EQUIPMENT FROM THE SITE. _
---
\ SURVEYOR HAS MODE NO INVESTIGATION OR INDEPENDENT SEARCH
8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRIC77VE COVENANTS,
•` ` 6 , RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. c
\ _ - OWNERSHIPTITLEVIDENCE,ORANYOTHERFACTSTHATANACCURATE
� _ 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED AND CURRENT TIr:E SEARCH MAY DISCLOSE.
�''�• ��'-� --L__ '" 1 6 G�EFEEN BUOY�;'f33 - FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO
PROPOSED '� - - -� THE START OF ANY WORK.
_ 0 \ `
PRpppSr ?--_ _ \� _ - _ _ 4 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE
OPO. ST \ �L — - - - - - — - - TREATED PILES SHALL BE GREENHEART OR OTHER ROT RESISTANT MATERIAL AS
FL I RQI4CARM \ �i - - — GREEN BUOY 39 APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED
JPPORTS _ ---- --- -
FOR
ABOVE
f ✓./\ �( t� Z' - 254 TO NEq - - OR EQUAL AS APPROVED BYFRAMING (OWNER OGRADE)
SHOREFRONT CONSULTING. TREATED, ACQ
- - - n _ REST ELOAT
—r `i —7 DEP LICENSE N0. 409 72. OTHERWISE ALL AAPPROVED BY OWNER OR SHORRE SHALL BE GALVANIZED OR EFRONT CONSULTING. NLESS STEEL, S
_ S
2'x 10 ut �7 / �� 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE
6' sraRAGE
BENCH " / INCLUDED WITH THESE SPECIFICATIONS AND REMAIN IN FORCE UNTIL THE
PROJECT IS COMPLETED.
SALT MARSH
Ppopns
S' .. ARFAA'FOR1-v,Av4K/ /
VEGETAGL;� /
Bt IF FFP
n
S(J
10 20 40
»r�' ,00' OFFSET F ,'.".'�."' -ZC'
---_�ROIvt b1H'JJ
/ A
ti
EXISTING GRADE � `R'EGRADE SCARP WITH COMPATIBLE
MATERIAL AND PLANT WITH SPARTINA
1 PROPOSED E" DIAM , 20'
Pd/F EXISTING SCARPL'G FIBER TOLL, /
SCHEFF DORS P TRS 1f
25ii BLUE ROCK ROAD T'^'
MAP 101 L-iT 173
\
EXISTING -
DWELLING
20
18
16
14
12
/6"X6" OR (8"x8") HEMLOCK TREADS 10
48 �r 8
COMPACTED BACKFILL 6
4
2
SECURE TREADS T0:
GROUND WITH I ��
1/2" X 2' REBAR V SPACING VARIES ?
WITH SLOPE —4
—6
t FADE STEP DET' 11 C -
PROPO�E_� A T--C� 1 _
SCAT E: 1"=-5'
\ 3/8" STAINLESS STEEL CABLE; SLEEVE IN FLEXIBLE
HOSE TO PREVENT CHAFFING F!8ER ROLLS
S.S. CABLE ANCHORS; DB 68 OR EQUAL;
(ANCHOR EVERY 3 FT.); EMBED 5' MINIMUM
INTO UNDISTURBED SOIL,
TIBER ROLL OETA111
SCALE 1"=5'
'
` a MLW
LANT SPARTIN /
IN REGRADED /
Y�REA
.,,EX. RAMP (TEG/
-.QBE REM ,111,
M REMOVE R64,ROAD
A4O NH ",TIES�(TTYYR)'
dF�0�8 PROPOSED NEW /
3 STEPS (3 TOTALS
�. X �\
STAIR WORK AREA DETAIL A
SCALE: 1"=10'
3" X 8" CROSS ,
BRACING, (LAST
BENT ONLY) x
4"x4" POST (-YP)
SECTION B -B EL' VA TION
SCALE: 1"--2'
3/" THROUGH
BOLT WITH DOCK
WASHERS (TYP)
3/q" THROUGH BOLT
WITH DOCK WASHERS
(TYP) AT EACH PILE
-� 3/q" THROUGH
BOLT WITH DOCK
WASHERS (TYP)
8" GREENHEART
PILES (TYP)
1 -
EDGE OF MARSH
'00' OFFSET FROM MHW (RIVE.RFRONT AREA)— --
FLOAT EXILNDS 2b
--�! BEYOND MHW -�
MI I
MEAN LOW WATER
X —3.39
SPOT ELEVATION
—2—
FLOOD ZONE A5 (EL C NGVD),
AND TOP OF COA.STAI BANK
S�u
PLAN SNOWIN'_:- PROPOSED WALKWAY,
RAMP, FLOAT A"JD EROSION CONTROL
MHW=2.1'-�'
I COASTAL BEACH
^-_- ---
- LAWN -------
--N��-�- LSCSF--�t�'---- VEGETATED BUFFER -----
SALT MARSH F- LAND UNDER (l. -.FAN --�
----------�--
PROPOSED PATIO--'�__
EXTENSION --- _f"",-PROPOSFO
-
_ _
AT -GRADE STEPS; SEE OEi.AIt S
:
_---- -
MLW=0.0 —�
TREE
PROPOSED 2 _-.�'4 --
.PATIO- - - 1 -_
RETAINING WALT_-
--_ .� p^nOPOSEU152't ELEVATED WALKWAY; DEC
- -
EL.= 7.1'.MLW .PROPOSE 2'r,10'
-- --- -}-- ---
OTFA� NCFr -
- -
,.. I F11cT
___ -
--- --- - -=-I
RO I
i SUF OTl'NES
(3)-� --�� �_ _— i T• '— �_�: _ ��� _ . FairH
-- �
h+ -�_-�1
: f — _ PROPOSED
8'x20' FL A7 I
DETAIL
f — T T
B - f- -- STEP LF
—
t __ -- !
—. _ . _ .. — _--
--7
5' .ABOVE MhN� I
-- -- f
F.1HW-2.1
cz - -
_
-
r-----—
FOR KAYAK
CROSS ! MLW=O.C' -
.-__- _- __
_IAST RFNT-�3�--� -
_—-_--_-
- ------
--
PROPOSED 8'0 PILES, i -a-- 13't ---� PROPOSE
10"0 PILES! -- - --- -�
----- --
I2"0
--
---' ONNTYH)
�- 'PROP SED PILL:
I- -- ----
-
--- ------I--------- --
K8-?.
20 4G 60 80 100
SECTION A -A ELEVATION
SCALE: 1"=10'
v 120 ANk MVM rLUA; 140
20
is
16
14
12
10
8
4
v
—2
-6
-G
160
—'— —'—
EDGE OF MARSH
x��
MEAN HIGH WATER
MI I
MEAN LOW WATER
X —3.39
SPOT ELEVATION
—2—
r
S�u
PLAN SNOWIN'_:- PROPOSED WALKWAY,
RAMP, FLOAT A"JD EROSION CONTROL
PROPERTY LINE
19 IM E
LIMIT OF WORK/ACCESS
PROJECT
DAN AND _;USTINE ROGERS
244 BLUE ROCK ROAD YARMOUTH, MA
DRAWN BY
MOB
MARSH (PATENS)
DPAWING NO.
MARSH (SPARTINA ALTERNIFLORA)
C —1
1 or 1 SHEETS
TREE
% "..•V R
Q,
F
s
s w•
_
—'— —'—
EDGE OF MARSH
ter,
MEAN HIGH WATER
MI I
MEAN LOW WATER
X —3.39
SPOT ELEVATION
—2—
ELEVATION CONTOUR
S�u
PLAN SNOWIN'_:- PROPOSED WALKWAY,
RAMP, FLOAT A"JD EROSION CONTROL
PROPERTY LINE
19 IM E
LIMIT OF WORK/ACCESS
PROJECT
DAN AND _;USTINE ROGERS
244 BLUE ROCK ROAD YARMOUTH, MA
DRAWN BY
MOB
MARSH (PATENS)
DPAWING NO.
MARSH (SPARTINA ALTERNIFLORA)
C —1
1 or 1 SHEETS
TREE
RAILING CAP (TYP)
2"x4" RAILING (TYP)
't,
K
THROUGH
BOLT (TYP)
IF -11 IL.
M,
2"x10" STRINGERS
It (TYP)
C I °
a,
) '�•��: 2"x6" DECKING W/
3x8 3/y" SPACING;
YOKE; i OVERLAP 1" (TYP)
(2) TYP.
ate, 3/q" THROUGH
kk
BOLT WITH DOCK
4
WASHERS (TYP)
1` 3"x8" CROSS BRACING,
(LAST BENT ONLY)
: 8" GREENHEART
PILES (TYP)
WALKW Y ELEVA TION DETAIL
SCALE: 1"=2'
OF
:p2 EDWIN
H w� h
V'� i o GEES JR.
L.�
(Vi.a," CIVI
L w
No.41294
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i
NO. DATE REVISION
BY
S�u
PLAN SNOWIN'_:- PROPOSED WALKWAY,
RAMP, FLOAT A"JD EROSION CONTROL
PROJECT NO. SC -16
s AS SHOWN
DATE 10/30/12
PROJECT
DAN AND _;USTINE ROGERS
244 BLUE ROCK ROAD YARMOUTH, MA
DRAWN BY
MOB
CHECKM EG
DPAWING NO.
SHOREFa�-NT CONSULTING
X90 CENTER STREET,-
:7YNISPORT, MA. 02639
(50B) 280-8046
VW',i.S-EIREFRONTCONSULTING.COM
C —1
1 or 1 SHEETS
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