HomeMy WebLinkAbout83-1949 - proposed walkway, ramp, float, and erosion controlC
CONSTRUCTION NOTES: SURVEY NOTES:
1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). CONTACT SHOREFRONT
RED BUOY 38d CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. RECORD OWNER
- 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN ROGERS DANIEL S
- AND DIRECTLY OVER THE APPLICANTS PROPERTY.
" ASSESSOR MAP 1C1 LOT 172
- - 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE CERTIFICATE #10335
APPROX. 40' WIDE CHANNEL ASS - 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 ASSESSORS MAP 101
SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND LIES WT HINZONE R 40 AND OUTSIDE OF THE AQUIFER PROTECTION
AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. DISTRICT PER TCMJN OF YARMOUTH ONLINE ZONING MAP
- ( LAST REVISED 41,/2011.
4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT 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 PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY
COME IN CONTACT WITH THE MARSH. BY EXISTING GROLEINC. IN AUGUST AND SEPTEMBER, 2012 AND
/ COMPILED FROMFLANS ON RECORD RECORDED IN THE BARNSTABLE
/ 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED COUNTY REGISTRY~ OF DEEDS LAND COURT PLANS: 28477-B
/ I TO INSURE MINIMAL ACTIVITY IN THE EXISTING MARSH, WITH MINIMAL ACTIVITY
OCCURRING BEYOND THE WORK LIMIT. EQUIPMENT SHALL BE STORED ON THE ORIGIN OF BEARINGS IS LAND COURT PLAN 2841 LOT 15,
APPLICANTS PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE.
WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS
ORIGIN OF ELEVR•I IONS ARE BASED ON FIRM REFERENCE MARK RM 9
OF LOW TIDE
- . -
ELEVATION 17.94NGVD 1929, AS SHOWN N RECORED LICENSE PLAN NO.
6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN - . 12244.
` EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE
-- - - - - - - CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM _ PARCEL APPEARS 70 LIE WITHIN FLOOD ZONES A5 (EL -6' NGVD),
1 - mC : - --- THE WORKING BARGE WHERE POSSIBLE.. WHERE NECESSARY, PILES CAN BE - ZONE B AND ZONE C PER FIRM PANEL #2 OF 7,
INITIALLY JETTED INTO PLACE TO SET THE PILE, WITH THE REMAINDER OF THE COMMUNITY PANE:. NUMBER 250015 0002 D MAP REVISED
- ` Q- / - - - PILE BEING MECHANICALLY DRIVEN. ANY EXCESS MATERIAL FROM JETTING SHALL JULY 2, 1992 AS SHOWN ON FEMA ON LINE DATA BASE.
BE REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION.
ryP�� / - EXISTING CONDMONS SHOWN HEREON WERE COMPILED FROM
p' w LL - --:- _ 7. PLYWOOD MAY BE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING FIELD SURVEY PERFORMED BY EXISTING GRADE INC-
Q- 'O , / , / - - - _ - _ ` \. \ - - CONSTRUCTION, BUT SHALL BE REMOVED AT THE END OF EACH WORK DAY. _ IN SEPTEMBER, rxl.
1/,-4po Td'OPPOSITE SHORELINE Y, <.
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL DE RETURNED TO THEIR
PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY WETLAND RESOIf.ES SHOWN WERE FIELD IDENTIFIED BY
SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING SHOREFRONT COT SULTING AND SURVEYED BY EXISTING GRADE INC.
_ / , .. / - _m1 _ EQUIPMENT FROM THE SITE.
SURVEYOR HAS MRCE NO INVESTIGATION OR INDEPENDENT SEARCH
- -? - - " - -- - .✓ 9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO FOR EASEMENTS OF �
RECORD, ENCUMBRANCES, RESTRiC7NE COVENANTS,
RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THATAN ACCURATE
AND CURRENTTCI.E SEARCH MAY DISCLOSE.
10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED
'< - a„ `" " `•^ - _ 1 8-t EN BUOY�9�._ - FOR THE PROJECT BY THE YARMOUTH CONS COMMISSION TO
PROPOS g' ��� _$ \€\ - WORK.
PROP En ' -� , THE START OF ANY YARMO CONSERVATION CO ON PRIOR
ZwP PROp�S�6 t - _ I_ OPO LO
11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE
—'1_ 3'x20' RAf,f I �` FL �� STRt�hFGARM C - _ - - — - - - - - - - -
- - __ ® TREATED. PILES SHALL BE GREENHEART OR OTHER ROT RESISTANT MATERIAL AS
Jv SALT MARSH - . .� _ _ \ _ _ _- - - — -; - - - GREEN BUOY, 39 - - - APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED
O ------- _ - lam• �n-�.�UPPORTS L - -
} LW _ 0,0 - - - s (
- ` e"� _ ?54' T - .- - _- _ - - _ . - FOR STRUCTURAL FRAMING ABOVE GRADE SHALL BE PRESSURE TREATED, ACQ
O -
NEgRES�F Oq - - - - OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. _ -
EX, RAM- �- ` i W = -
RE SHALL BE GALVANIZED OR STAINLESS STEEL,
L 4i Q0 — ` — % .T DEP LICENSE NO. 4p95 OTHERWISE ESHOREFRONT12. ALL AAPPROVED BY OWNER OR SHOREFRONT CONSULTING. 'UNLESS
Al-,`
\_ ;F ` i •�� �� �-. I' ��2'x 10' STORAGE I. \ ✓/ / - 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE ,
BENCH INCLUDED WITH THESE SPECIFICATIONS AND REMAIN IN FORCE UNTILTHE
PROJECT IS COMPLETED. -
.\_�SAL7 MARSH
N/F
SHEAHAN, JAMES E TRS
238 BLUE ROCK ROAD
MAP 101 LOT 171 /
v�
C
FiyF�T 4O
FASTEN TREADS WITH COATED TIMBERLOCK
FASTENERS AND/OR 3/8"X10" GALVANIZED
SPIKES
48 6"X6" OR (8"x8") HEMLOCK TREADS
COMPACTED BACKFILL
OPTIONAL 1/2" X 2'
REBAR TO SECURE `
TREADS TO GROUND 14" MIN.
WITHOUT SIDE TIMBERS TREAD DEPTH
PROPOSED AT -GRADE STEP DETAII
SCALE: 1'=5'
10' OFFSET FROM MHN;
(RIVERFRONT AREA..)
S1 TE PLAN
10 0 1O 20 40
1 20
J
50' OFFSET FROM
REGRADE SCARP VI COMPATIBLE
EXISTING GRADE MATERIAL AND PLANT WITH SPARTINN
\ MLW
LANT SPARTIN /
IN REGRADED /
r
\.._ SEX. RAMP (T 1i
4N E
'MH REMOVE RAS} All
T -.TIES (TYP)'
�'—
�_
2HOSETO
PROPOSED 8 DIAM., 20PROPOSED NEW
EXISTING SCARP --. LONO FIBER ROLL `yC;Ni F/ STEPS (3 TDTAL)
SCHEFF Dr7RIS P TRS250 BLUE RACK ROADMAP 101 LOT 173 / ESS STEEL CABLE; ;! EE`k IN FI ERiBLEEVENT CHAFFING PIKER ROLLS
- -- S.S. CABLE ANCHORS; PB 68 OR EQUAL; \ \
(ANCHOR EVERY 3 FT.); EMBED 5' MINIMUM,
INTO UNDISTURBED SOIL.
O�O \ ��
`-------------------� \ ,
FIBER ROLLDET AIL
----
SCALE 1 STAIR WORK AREA DETAIL A
"=5'
SCALE: 1"=10'
100' OFFSET FROM MHW (RIVERFRONT AREA)
EXISTING i*"
DWELLING
20
18
16
14
12
x8
OR (8
X6
6"" "") HEMLOCK TREADS 10
48" - 8
1
COMPACTED BACKFILL 6
SECURE TREADS TO 0
GROUND WITH ."
1/2" X 2' REBAR -2
SPACING VARIES. _4
WITH SLOPE
--6
) � 8
4' INSIDE MAX. --
2"x6" RAILING CAP (Y'J
2"x4" RAILING (TYP)\
2"x6" DECKING W/
3/y" SPACING;
OVERLAP 1" (TYP)
2"x10" STRINGER£
(TYP)
4"x4" POST (-YP)
SCALE: 1"=2'
FLOAT EXTENDS 25't Aj
3/q" THROUGH
BOLT WITH DOCK
WASHERS (TYP)
3/p" THROUGH BOLT
WITH DOCK WASHERS
(TYP) AT EACH PILE
3/q" THROUGH
BOLT WITH DOCK
WASHERS (TYP)
8" GREENHEART
PILES (TYP)
---
..
I
ULTUINU MIlW
N0. CA TE REVISION
.
FLOOD ZONE A5 (EL
6' NGVD)
_
DATE 10/30/12
MHW=2.1'/x:
PRAWN BY
MCB
CHECKED EG
DRJI IiNG NO.
SHOREFRL_2NT CONSULTING
290 CENTER STREET
"_=P:NISPORT, MA. 02639
(508) 280-8046
VW,i.S—E]REFRONTCONSULTING.COM
AND TOP OF COASTAL
BANKCOASTAL
BEACH
-. �— LAWN
— LSCSF VEGETATED
BUFFER---�-+�
SALT MARSH
LAND UNDER
CCLAN= —
PROPOSED PATIOS
—
—
EXTENSION
PROPOSED AT—GRADE STEPS; SEE
DETAILS B & C
EXISTIN�
-
-—
—
�---
PATIO PROPOSED 2'
PROPOSED
52't ELEVATED WALKWAY; DEC
EL.= 7.1' MLW
PROPOSE
2'x10'
RETAINING WALL
__
PROPOSED
.'
EXISTING
x
SONOTUBES (3)
'`
-
`J,PPOPOSEO
1
STEP DETAIL B
STEP DETAIL C --
5' ABOVE MHW
8 x20 FLOATI
FYTF
I MHW=2.1' (NIFOR
Y—
KAYAK
CROSS
MLW=p
3,
PROPOSED 8"7 PILES, i--
3't PROPOSE
10"O PILES,
—
—
11
— —
PROPOSED 12"0 PILE3
S T
j
PROPOSED AT-CF',ADE STEP DETAILC
20 40
SCALE. 1"_5'
0
60 80 100
SECTION A -A -ELEVATION
SCALE: 1"=10'
?_0
18
16
14
12
10
8
4
C
ri
-2
3 -c
120 ANCHOR FLOAT 140 160
RAILING CAP (TYP)
0
2'1 RAILING (TYP)
1,Fs-
fI
3/" THROUGH
[ BOLT (TYP)
r 7r
u
200" STRINGERS
(TYP) o
3' - ` 2"x6" DECKING W/
YOKE (� - 3/4" SPACING;
(2) TYP OVERLAP 1" (TYP)
' 3/" THROUGH
BOLT WITH DOCK
I WASHERS (TYP)
3"x8" CROSS BRACING,
1� (LAST BENT ONLY)
8' GREENHEART
TYP
PILES
(TYP) B
WALKW,4 Y ELEVA TION DETAIL
SCALE: 1'1
�SF1 OF 6TgS
3,
EDWINcS�L
H. m'1,
o GLESS, JR. a
CIVIL
No. 41294
j
N0. CA TE REVISION
Bf
SHEi� 1I{LE
PLAI`4 SHOWMPROPOSED WALKWAY,
RAMP, FLOAT AND EROSION CONTROL
PROJECT N0,
SC -16
scKE AS SHOWN
DATE 10/30/12
PROJECT
DAN AND-JUSTINE ROGERS
244 BLUE ROCK ROAD YARMOUTH, MA
PRAWN BY
MCB
CHECKED EG
DRJI IiNG NO.
SHOREFRL_2NT CONSULTING
290 CENTER STREET
"_=P:NISPORT, MA. 02639
(508) 280-8046
VW,i.S—E]REFRONTCONSULTING.COM
C _ 1
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