HomeMy WebLinkAboutRevised plans 8.29.24n PrA:
IUST'NG CONCRETE
AMC TO BE
:HANGED TO
AERVIORIS PATIO:
PLASUT1I9170101M ftl OUnNiPff'(a) HEIGHT W
POTRall REDUCING
COVERAGE (SO.l±lS
1ffil"CANT
(1OTAL)
(VECUTATEO BIIPAHU
BEDUUMERRY (AlpbBlaphybMO ) O 1' M`
4-POW iT'
16
I'mS
VhgluBm(Rom Cmalme) IN 3'
]GALLON
9
tlU
1
100+WINESWINESBIah GIr (A1mTghW BmILBOYY7 vvlmeM
Plug 12"
3
300
..._ mdetllabweMmoM
19'/AL
IMGT&QuWDrim19R EHOWNHERE ARE DUMB He
AOR131'!fl)ASLONG
A9 TGR 1YY1'AL 9QISARR
ROOT COVERA(E;13QGN.E 1B6AE9QOARHI»'f.
DCE #22-026
o'
OFFSETI
3s 4
OFFSET DECK
g SHED
3.5'
M
81.5}'
-) 444t SO_ FT
275
1 I 0
1 Ir
2
y Q�_ _'ONE AE (EL 11)
oa�> ZONE AE (EL 12)
9
TOP COASTAL BANK ,
AT TOP OF WALL ale ' 31.
_�44 }� 8
TY2'N __'__ 583E SOFT.
ADG
10' = S/2t 50. FT. n
0
EX. 120'} ROCK
REAAETWENT, SE83-167
(TO BE RECONSTRUCTED)
-2
LEGEND10
37NG CONCRETE
TO BE
C
SURVEY NOTES,
tiA
MEAN NIGH WATER
-
FA"`J+ '
1NGED TO
._
MOOS PATIO
MEN
MEAN LOW WATER
Pj
JDHH AND $OVSA
6 RUSSEEN LL ROAD, N,MAARLE
RW➢, IEPARCEL, MA
6 ASSESSORS
ASSESSURS MPP 91, PARCEL 180
2
ELEVATION CIXJTWF
z
L.C. CERTIFICATE R34oP1
—
PROPERTY LINE
OP. 2372 50.
L.C. PLAN 17002M. LOT 2
PERVIOUS PATIO
M r 0 0
OMIT OF WORK/ACCESS
T
SMEllFlW WI GRID
ROPE AOOI PONAL
PROPERTY TIES WITHINN RESIDENTIAL ZONE ROD .
S= 1,02]}
AR
PROPERTY UPON DEMCTED HEREON E BASED ON A EEOUFFER
SHELLFISH FOUND N GRID
DOWN
SUR EY BY DOCAPE ENGINEERING IN JULY. 2019 AND
. F
'O. FT/
COMPILED FROM PUNS ON RECORD IN ME
COMPILEDL£ OM
REGIFSON R' OF pEECO
NTYPLANS
DEEM,
PARDON
/ G \
PARCEL APPEARS TO LIE WREN WOOD ZONES AE (EL. lY
__
AND Ir NAVD RX AND ZONE % PER FIRM PANE A591 OF
KEY MAP
825 COMMUNITY MAP NUMBER 25001C0591J EFFECBNE DATE
THE FEW, ON-LINE DATA BASE.
NO SCAT£
JULY 16. 2014 AS SHOWN ON
DATUM FOR ALL ELEVATIONS - HARD 80
NO PART OF
THIS DRAWING
MAY BE USED BY
MEAN HIGH WATER = 1.8NABOB BB
MOM LOW WATER = -1.1 MARC WX
ANY PARTY
WITHOUT THE
EXPRESS WRITTEN
PROJECT IS NOT WITHIN AN FLOOR BOUNDARY AND IS
CONSENT OF
SHOREFRONT
CONSULTING AND
THE
ERERARE NET SUREST TO MESA REREW
DOWN
CAPE ENGINEERING, INC.
163'} �- MMWVFON CALCUUTIONS:
1. NEW C WIDE WALKWAY WITHIN 35' BUFFER = 1391 SF.
'Z MRIWTOR REOHIU) - 3:1 FOR A TOTAL OF 417 SF.
Z9
• 3
EX 60' PIER, 3•x16• RAMP,
2. NEW POWERS PATIO WITHIN 35-50' BUFFER = ARSE OF.
m pgF�
fig'}
AND 10 x20F FLOAT,
MRIGATON REQUIRED = 2:1 FOR A TOTAL OF 474 S.F.
<zF
SE83-1241 AND
r
FEE LICENSE #3857
THIS MMGAFON IS IN ADMEN TO ME ALREADY REQUIRED 8-
-3
(TO BE REPAIRED)
VEGETATED BUFFER FOR THE RESONANT, TRAUMA 975S S.F.
11
THEREFORE, ADDITIONAL ROGATIONTOF BUFFERITE TA PS
PARTIAL SITE
PLAN PROPOSED)
SE. MR TA1.866 SEaMR
V A// A//7S774�c
6 A l0 5 0
1®
I'�ZO
80 MOM MHW
B' PEG. 3.3' C.
BUF. COASTAL B�NK EAC
LAND UNDER OCEAN
EDGE OF VED DUFFER \�,��IRI\
r. EX. W±
PIER: DECK HEIGHT = 5.3' FRACAS
SAID
%Ifi
Ol
WI 11\\\
I
FLOAT
II'+ TO OFF -3 NEW
O _ _ PHONE
. .. ...... ....,.. ........... ...... ...... ..MVP..... ..... ................. C
EXISTING 120+ "GRCUTED'/� •' • ' I • • 21 24'1 -3 M -41\ROAN prorrurNT, Tr OF
0+00.00 SECTION A —A ELEVATION DETAIL (EXISTING) s z5 DEW 1+00,00
r-1a
NO FROM NEW
NEW 3.3'C.
PLO BUT BUST COASTAI EACH LAND UNDER OCEAN
BANK
EN. DO'+ PIER, DECK HEGHT = CS NAVDM
E%. RAS LANDING (TO �8•�
RE REHWLi p5 PATIO) /RECONS1RUCi BEACH ACCESS STRIPS (ONE SIDE ONLY)
8107
ED of Ex!
B' AEG. BUFFER \ T T
GPROPOSED 120Y ROCK/ �V NRM"'AIL,.......LL.................�L ... .....II..3:•.oPe
RECONSTRUCTED IN SAME --4 MLW
... 2t.....
REVETMENT: ED BE `�A➢ L u L hull LI
EL.
AGROUND BUT DEEPER
-10
NOTE: REPAIRS TO EX. PIER UM17D TO FUNERALS, DECKING, AND BRACING ONLY
OFOOMO 1+00.00
SECTION A —A ELEVATION DETAIL (PROPOSED) s R5 2 5 1p
'=10
TOP TO MATCH OWING E.IF
N
XLSTNG ARMOUR STAMPS
TAY TO MEAN NO
STONE PLACEMENT.
PAGANS MADE
SEEMED
�s TOM
TOE STANE
REVETMENT DETAIL — SMOOTH FACED
NOT TO SCALE
FLOAT
-10
2+00.00
OANiF��
C),
,
q•+ TO GET -3 NEW
MTN
.............................VON-Jo-
M1.W..L'.:.ti... ..... ................. D
AREA UNDER DREDGE CURVE = 382+ SQUARE FEET
PROPOSED DEPTH OF DREDGE AREA = -3 VVN
LENGTY OF DREDGE AREA -?0 FEET(35 F" 'L 3.
TOTAL DREDGE VOLUME = 99t CUBIC YAKS
CONSTRUCTION NOTES:
L ELEVATIONS REFER TO NAVD ME. COMMIT DOWN WE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION As NEEDED. P.
2. CONSTRUCTION ACCESS SHALL BE VIA THE ILCEiS ROUTE SHOWN ON WE PLAN ANO DIRECTLY OVER THE APPLICANTS PROPERTY
3. TIE WORK ACTMIY SHALL OCCUPY A MINIMUM MCA TO ACCOMPLAW THE INSTALATON OF ME PROPOSED WORK. EQUIPMENT AND MATERIALS
HMWNG SHALL BE IN ACCORDANCE WHO THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS
MD AS DIRECTED BY THE WRMOVIH CONSERVATION AUTHORHIM.
4. THE DOCK REPAIRS CAN BE ACCOMPLISHED WITM HAND ID06. THE DREDGING SHALL BE ACCOMPUSXED FROM A WARNING RANGE. THE DEMANDER
OF WORK SHALL BE ACCDMPUSHED BY HAND. AT NO TIME SHELL THE WORKING RANGE COME IN CONTACT WHO WE BOTTOM.
5, MATERW AND EQUIPMENT SHALL BE GROWING ON ME APPLICANTS PROPERTY DURING TAPES OF HIGH TOE AND WHEN NOT IN USE. WORKING
BARGE TO BE MOTORED TO AVOID B9IDMING OUT DURING PERIODS OF LAW TUE.
6. ALL AREAS DISTURBED WRING CONSTRUCTION SHALL BE DECLARED TO THEIR PRE-CONSTRUCTTON CONDITION. ALL WORK SHALL BE INSPECTOR BY
SHOREFRONT CONSULTING AND RECEIVE APPRCVR BEFORE REMOVING EQUIPMENT FROM WE SITE,
Z. THE ACCESS ROOM MD WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PPE -CONSTRUCTION CONFOURS AND CONDITIONS.
8, THE CONTRACTOR SHALL GOLAIN A COPY OF ME ORDER OF CONDITIONS ISSUED FOR TIE PROJECT BY WE YARMOUTH CONSERVATION COMMISSION
PRIOR TO ME WANT OF MY WORK.
0. ALL HARDWARE SHALL BE GALVANISM OR STAPLERS STEEL UNUM OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING.
IO A PoRTON OF ME DREDGE SPORTS CM BE USED AS FlLL BEHIND THE IXISTING REVETMENT AS NEEDED TO RE-EXERN USH THE PREFER SLOPE.
TIE REMAINDER OF THE DREDGE SIMLS SHALL BE PROPERLY DISPOSED OF AT AN FROM;: PACILTY.
11. REMOVE COSTING B VEGETATED BUFFER AND REPLACE WITH PIMNFS FROM PUNTING LIST FOR 6' BUTTER STRIP. TOTAL OMPRAGE = COOL
SQUARE FEET. BUFFER MOTH TO BE REDUCED TO 6 FEAT ALONG WE MIDDLE 50 FEET OF WE PROPERTY. AND EXPANDED ON EACH SIDE TO TOTAL
BCD SQUARE MET.
12. TEE EXISTING REVETMENT SHALL BE CONSTRUCTED AS A "SMOOTH FACED' REVETMENT TO MATCH SURROUNDING REVETMENTS THE FASTER
STONES LL BE MEMBER, WHO ADDITIONAL STONE AWED AS NECESSARY. INCLUDING NEW TOE STONES AS PER DETAILS SHOWN.
----r-10
2+00,00
T
1
2
8/5/24 [CHANGE LANDING TO PATS, ADD WALKWAY & HERMON PATIO
MGM
1
4/17/231 DELETE DECK EXPANSION, GOODS PLAN➢NG LIST
MCB
MITI r
PLAN SHOWING PROPOSED DOCK��-Z09
AND REVETMENT RECONSTRUCTION
As SHOWN
12fiS
JOHN AND ARLENE SOUSA
US GRANDAM ARM U A
m ANN
—"—0;
UAMHB
SA:
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMDUMPOFRE MA 02975
(506) 362-4441
SHOREFRONT CONSULTING
O CENTER STREET
SIENNIS POST, MA 02839
(ADS) 280-80AS
WNM.SHOFEFRGNIMF 01 IING. CORM
C— I
_
1of wms
*" •ram, A I I F W Pg[VE
�AN�VI
EXISTING DWECING
TOF = T3
50,
OFFSET 6 -'
F� ryO�
5
PROP, 1392 SO, FT. OFFSET
PERVIOUS WALKWAY
g
�3Ts1'
DGE OF EH. I4441 SO FT
I VEG. BUFFER
I 275 50. FT iC
67 1
2
M
4
14
1
121 -
VAL
�-�
s �
EXISTING CONCRETE
PATIO TO BE
CHANGED TO
PERVIOUS PATIO -• ,
g SHED
PROP, 2372 SC.
F-. PERVIOUS PATIO •'
1t—PROP ADDITIONAL W
BUFFER 1027k
flag 31.� 0. FT
t�i fl,
5t SOFT.
If - �� SZ23 S0. FT I
MLw I
-2 0
E% 1204 ROCK
., REVETMENT; SE83-167
(TO BE RECONSTRUCTED)
-3
EX. fi10 PIER, 'FLOAT,
RAMP,
692 AND -1241 FLOAT;
--- SE83-1241 AND
3 FEE LICENSE REDS] i
1 (TO BE REPAIRED) ,
3 COASTAL BANK
AT TOP OF WALL
yra— ZONE AE
Qow ZONE AS
- ➢ ,-1 EDGE OF VEG, BUFFER
o
2
163'L
PROPOSED DREDGE AREA
6,3372 SQUARE FEET;
DREDGE TO -3 MLW,
DREDGE VOLUME = 992
CUBIC YARDS
SHELLFISH GRID
F- SHELLFISH FOUND
PLANTLIHi(BWEw.AN OUANTRY&)BMIW POT B¢B WUMEENi COVMIA®(60,M
P�PLINI ROTAL)
(VBOETATIID BUPPBB)
BEARBHBRY (A10b9Mphyloe OVW-mal) 70 1' 6' 4"19Y R" 16 1,130�
�Yv�.Ru°(go®Cso�a) Bl 3• B• tGim 4' B A50 2
� BwahQw(Aaophila g1w11W11W7 100E cm vmn Plug 12" 3 300
mEOWx11m Slaw I,SWE
NOTE: QUANTTRBS SFIOWNFIBREAABAlRR0X6fA1HANDCAN BB AD1119'1'BDASBONOAS111E TOTALSQUARB
FOOT COVEMGH EOZIALS 1606E SQUARE FEBI'.
DICE
6W±
W vEG,
EXISTNG 1201 DORCUM'
ROCK REVETMENT: TO BE
RECONSTRUCTED IN SAME
FOOTPRINT. BUT DEEPER
O,
log
WE'4$
EXISTING CONCRETE
LEGEND
CMAINGED is
SURVEY NOTES:
'""
MEAN HIGH WATER
WWI
a+'
PERVIOUS PATIO
RUN
MEAN LOW WATER
° Q
•
S
RECORD JOHN SOUSA
LL ROAER.D, ERTAND N,MAARLE
ROAD, I. PARCEL
6 ASSESSORS 0
ASSESSORS MAP 91, PARCEL HBO
—2—
EIfVA1CN CONiWR
2
L.C. CERTIFICATE 2340E1
PROPERTY UNE
-PROP. 2372 SQ.
D.C. PLAN 17002-B, LOT 2
—
FT. PERVOUS PATIO
MINIMUM
OMIT OF WK/ACCESS
•W rs MIR
SMF11F1SM SURREY GRID
`PROP. ADDITIONAL
PROPERTY UES WITHIN RESIDENTIAL ZONE R40.
BUFFER = 1,02]t
PROPERTY REM DEPICTED HEREON ME BASED ON A REM
SHELIFISN FOUND N GRID
SURGERY BY DOWN CAPE ENGINEERING IN JULY. 2019 AND
SOL FT.
COMPILED FROM PUNS ON RECORD RECORDED IN ME
BARNSTABLE COUNTY REGISTRY OF DEEM
PARCEL APPEARS TO LIE WRHIN FLOOD ZONES AS (EL. 11' YARMOUTH, MA
MO 120 IUw 88) MO ZONE X PER REM PANEL M591 OF KEY MAP
875. COMMUNITY MAP NUMBER 25001CO591J EFFECTIVE DATE
JULY 16, 2014 AS SHOWN ON THE DEAN ON-LINEMIAWE.NO GOALS
DATUM FOR ALL ELEVAnONS - WV➢ 88
MEAN HIGH WATER = 1.8' Ww 88 NO PART OF THIS DRAWING MAY BE USED BY
MEAN HOW WATER - -1.1 WVD 88 ANY PARTY WITHOUT THE EXPRESS WRITTEN
THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS CONSENT OF SHOREFRONT CONSULTING AND
THEREFORE NOT SUBLET i0 MESA REVIEW DOWN GAPE ENGINEERING, INC.
EX. 12C'2 ROCK
REVETMENT; SE83-167
(TO BE RECONSTRUCTED) -
163't N CALCULATIONS
1. NEW 4WIDE WALKWAY
WITHIN35• BUFFER 41 135 S.F.
MmG9nOH REQUIRED 3:1 MR
A i0TP1 OF 417 SF.
-E%. 60' PIER, 3'xl6' RAMP, 2, NEW PERVIOUS PATO WITHIN 35'-5W BUFFER = 2371 SF,
AND ISONZO' FLOAT: MmOAnON REQUIRED = 2:1 FOR A TOTAL OF 474 SF.
SE83-1241 AND
DEP LICENSE R3857 THIS MITIGATION 1s IN ADDBON TO ME ALREADY REQUIRED AD
(TO BE REPAIRED) VEGETATED BUFFER FOR ME REVETMENT, MUTING 9]5} A F.
THEREFORE ADOULONAL MIDAMON BEYOND THE 8-FT. BORDER BEAUS
PARTIAL SITE PLAN (PROPOSED)
891 S.F. MR A TOTAL MmWnON OF 1.866 SF FOR THE SITE.
B IF s v I®
I%`w
SW MOM NNW �1
EX. WYE PIER: DECK HEIGHT - 5.3' RANDOM
3'XUD
0+00.00 SECTION A —A ELEVATION DETAIL (EXISTING
NEV
GM
q�
EX. 8,12LANDING (TO
BE REBUILT AS PAnO) DRz
o
DOE OF EX.
B' VEC BUMER
PROPOSED 120-1 ROCK/
REVEWENT; TO BE No
FOOTPRINT, BUT DEEPER
UP MOM MHW
LAND UNDER OCEAN
EX. EYE PIER: DECK HEIGHT = BOX GAMBIA
NSTRUCT BEACH ACCESS STAIRS (ONE 510E ONLY)
SX16'
FLOAT
78t TO CET -3 MLW
............................ MQW,-,1
: ti....... ................. 0
-. -U
-3 MLW - -41L_
1+00.00 L 2+00.00
FLOAT
734 TO GET -3 NEW
4.. .. ................. 0
-3 MLW LW - -9.1\_
I NOTE: REPAIRS TO EX, PIER LIMITED TO HANDRAILS. DECKING. AND BEADING ONLY
I
AREA UNDER DREDGE CURVE - WE EL SQUARE FEET
0+00.00
1+00.00
PROPOSED DEPTH OF DREDGE AREA - -3 MLW
2+00.00
LENGM OF DREDGE AREA -70 FEET (35 FEET ON
EACH SIDE)
TOTAL DREDGE VOLUME - 992 CUBIC YARDS
SECTION A —A ELEVATION
DETAIL (PROPOSED s 296mpm&mmmmmmmmmI
CONSTRUCTION NOTES:
1. ELEVATIONS REFER i0 WVO 88. CONTACT DOWN CAPE ENGINEERING FOR ADdTONAL ELEVATOR INFORMATION JS NEEDED.
2. CONSTRUCTOR ACCESS SHALL BE VP ME ACCESS DOME SHOWN ON THE PLAN AND DIRECTLY RAW THE APPUWNi'S PROPERTY.
2
8/6/24
CHANGE LANDING TO PARS, ADD WALKWAY & TREVOR CATO
NCB
BA TO MATH FLSPNG FL 9L'
3, TIE WORK ACTIVE' SHALL A MINIMUM MCA N ACCOMPLISH THE INSTAUAME OF THE PROPOSED WORK MOIERULS
ACCORDANCE OR ER
WORK PROTOCOL SUBMIOEO WRX ME NOTICE OF INIENC WE RESVL9HG CROEfl OF CONDITIONS
HANDLING SHALL BE IN ACCORDANCE WITH MERESULTED
4/I7/23
DELETE DECK EXPANSION; SEDGE PLANTING L15i
MLB
AND AS DIRFCIFD BY TIE YMMOUTH CONSTRUCTOR AUTHORITIES.
RU
n
YIXNOOAY SIOXE 50018 -
1WOIB STOXf
4. TIE DOCK CAN BE ACCOMPLISHED DNA XNNO TOOLS. THE SHALL BE FROM WORKING THE REMAINDER
mm _
SHALLREPAIRSB
E WORKING IN CONIN GORDON,BARGE.
OF WORK SHALL BE ACCOMPLISHED BY HANG. AT NO TME SHALL WE WORKING BARGE COME IN CONTACT WITH TIE OOT
COME
F] S S C
PLAN SHOWING PROPOSED DOCK
SC-205
-RED III ARBOUR STAPES
sou p5 SHOYM
M'" A
Sur BATCH
s. s ADD OI PROPERTY DURING TIMES OF H1cX noE AND wHCN NOT IN USE. WORKING
BE s1oREo ON THE RING
AND REVETMENT RECONSTRUCTION
BEING R .
E%IS➢XG SNXF PLARNFNT.
VARMWR
ANCHORED AVOID PERIODS
NAME S
BVtGE ID BE ANCHORED TO AVOID BDIIOMING OUT DURING PERIODS OF LINE TIDE
a 12/I7/22
MOM
HUMONES
FABRIC6.
ALL OISNR@D WRING CONSTRUCTION SILL BE RETURNED N COMMON. ALL WORK SHALL BE INSPECTED BY
REOR APP QUIP NT MOM EDGE.
$HORFFRJNi CONSULTING MO RECEIVE APPFWAL BEFORE REMOVING EQUIPMENT MOM TIE SUE.
LEA � /, A � C S
J011ly AND RECEIVE JOUJA
mm ME 00
DO
EpSRNG GgME
�FSW
]. TIE ACCESS POLITE AND WORN SIZE SHALL BE CLONED AND PERFORM N RESEMBLE TIE ME-CONSIRULTION CONTOURS AND CddOmONS.
SA.DWG
5'E
STONBE
NE
FS TXI
8, TIE SHALL OBTAIN A COPY OF THE ORDER OF CONCERNS ISSUED FOR TIE PROTECT BY WE YAPMOUTH CONSERVATION COMMISSION
DOWN CAPE ENGINEERING
E N ER
NELI\ING`
M SIGNE
R TO
PRIOR Tl ME START OF ANY WORK.
SECONDARY
8}9 MAIN
E Bf8 = -S} LLq
9. NL HARDWARE SHALL GALVANIZED OR STARLESS SPEED UNLESS OTHERWISE APPRWED 6Y OWNER OR $HOPFFRJNi CONSULTING
YARM MA 026]5
. MAN 0RNE
(508) }fit-4541
CMR 362
10. A MOTOR OF TIE SPOILS CAN USED M PILL BEHIND TIE RNEINFAG IS NEEDED TO PE -ESTABLISH TIE PROPER SLOPE.
L_ AT AN
WE RENNHOEfl OF ME DREDGE SP0115 5HN1 BE PROPERLY DISPOSED OF AT M OFFSIIE FACILITY
U DREDGE
REVETMENT DETAIL - SMOOTH FACED
11, REMOVE EXISTNG 8' VEGETATED BUFFER AND REPLACE WITH PLANTS MOM PLANING LIST FOR 8' BUFFER STRIP TOTAL COVERAGE - BADS
/�
SHOREFRONT CONSULTING
/�
1
SQUARE FEET BUFFER MDM i0 BE REDUCED TO 6 FEET ALONG THE MIDDLE 50 FEET OF THE PROPERTY, AND EXPANDED ON EACH SIDE TO TOTAL
q
—
V
I
NOT TO SCALE
800 SQUARE FEET
OENNIS Pd2T MA. 02819
12. THE EXISTNG REVETMENT SHALL BE CONSTRUCTED AS A "SMOOTH FACED' EMINENT TO MATCH SURROUNDING REVETMENTS ME UIS71NG
(506) 280-6066
STORES SHALL BE RE -USED. WIN ADDREONAL STONE ADDED AS NECESSARY, INCLUDING NEW TOE STORES AS PER DETAILS SHOW
WINDED REFPCN TCONSVLTNGCOM
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