HomeMy WebLinkAboutApproved Site Plan 9.21.2026I �I
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#93 ROBERTS. & JUDITH H. DAVID
93 MERCHANT AVE.
YARMOUTH PORT, MA 02675 �v
II
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Ooco d N O
ALT. WORK ACCES
EXIST. PIER &
9x6 FLOAT SYSTEM
PIER W.W. LI C. 3408
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PAVED DRIVEWAY Q I I I I
a_ L.Li
EXISTING J I I I I
DWELLING
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#85 z I IY I
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MARK OUT EX. SEPTICi
SYSTEM IN FRONT F.FL. EL=11.1f wLd
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YARD PRIOR TO
WORK ACCESS A I N A
I � II I I n
I
w
j w I I FOLLI N S
\•�w�K��T Z POND
I (TIDAL)
,,I I1 8" BLACK
WATER 8x8 cn jlI CHERRY
GATE STOOP w ,I Y �;� I
I� PRIMARY WORK ACCESS----__,,..
i
II ROUTE ��' J.�TRIPLE R. MAPLE 6' DBH
SO LIMITED STOCKPILE
I II
II PRO •Tr CT STONE STEPS
_
PLAN
� I 0
I " 20 10 0 20
WORK
AREA
ZONE
EXIST.
STONE
REVETMEN-
TO BE
RE -BUILT
20 o
=mz
BLDG L1 I f
NO WORK ACTVITY
PERMITTED
SEAWARD OF TOE
Ln �-
#85 LL
FLOOR m
EL=11.1± 100 YR. FLOOD w
10 EL = w SALT
MARSH
i i i i-I I I I I -II I V) _
TOP OF STONE"
EL=8±
a-
0 60OX FILTER FABRICI
PRESERVE POSITION &�
TOE
RESET EXIST TOE EL=-1±
STONES
ONLY IF NEEDED
-10
0 10 20 30
INTERTIDAL ZONE
40
PROFILE A -A
1"=10'
1 inch = 20 ft.
SE
CONSTRUCTION NOTES
V
1.
ELEVATIONS REFER TO NAVD88. CONTACT CAPE COD
%
� FOLLINS
ENGINEERING, INC. PRIOR TO JOB START UP TO TRANSFER THE
TASMANIA
POND
ELEVATION BENCH MARK TO THE IMMEDIATE WORK AREA.
DR
2.
LOCUS: 85 MERCHANT AVE. YARMOUTH PORT
LOCUS
3.
PLAN REFERENCE: REVETMENT: DEP CHAPT. 91 WW LICENSE
MERCHANT AVE
NO. 01-0000613; LOT 12, PLAN BOOK 179, LOT 49; ACCESS OVER
'
ADJACENT LOT 11 PB 179, PG 49
4.
CONSTRUCTION ACCESS AND STOCKPILE SHALL BE VIA THE
ACCESS ROUTE SHOWN ON THE PLAN AND EXPLICITLY
YARMOUTH PORT, MA
RESTRICTED TO THE SPECIFIED ROUTE AND WORK AREA
5.
THE PROJECT INTENDS TO REPLACE THE EXISTING STONE
KEY MAP
ARRAY IN THE SAME LOCATION WITH NO ENCROACHMENT
SEAWARD. WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO
NO SCALE
ACCOMPLISH THE INSTALLATION OF THE STONES AND
PLANTINGS. MINIMAL SIZED EQUIPMENT SHALL BE USED TO
ACCOMPLISH THE PROPOSED WORK WITH CONSIDERATION
GIVEN TO THE RESPECTIVE STONE SIZES. ANY MACHINE WORK
SHALL BE DONE FROM ON THE SLOPE. NO EQUIPMENT IS
LEGEND
PERMITTED ON THE MARSH OR ANYWHERE SEAWARD OF THE
SLOPE.
— — 8 — — ELEV. CONTOUR
6.
ADHERE TO THE WORK / TASK PROTOCOL REFERENCED IN THE
8x8 SPOT GRADE
ORDER OF CONDITIONS
00000 REVETMENT EDGE
6.
ONLY THE AREA FOR EQUIPMENT ACCESS AND THE MINIMAL
SALT MARSH
AREA NECESSARY AT THE TOE OF THE BANK MAYBE ALTERED.
— — — —
THIS AREA SHALL BE DIRECTLY ALONG THE TOP OF THE SLOPE
MHW MEAN HIGH WATER
WHERE EXISTING ROCKS CURRENTLY EXIST. EXISTING TOE
MLW MEAN LOW WATER
STONES WHERE SUITABLE SHALL REMAIN IN PLACE WITH FABRIC
PLACED BEHIND ON THE SLOPE.
7.
A WORK LIMIT, AS SHOWN ON THE PLAN, SHALL HAVE A DEEP
STAKED SILT FENCE INSTALLED. TIDES SHALL BE OBSERVED
AND THE DEEP STAKED SILT FENCE ADJUSTED AND MAINTAINED
THROUGHOUT THE WORK TERM.
8.
ALL IMPORTED ARMOR STONE AND BEDDING STONE SHALL BE
NATIVE STONE OF CLEAN COMPOSITION, FREE OF ANY DEBRIS,
ORGANICS OR FINES SUCH AS SILT OR CLAY.
9.
NO EARTH FILL IS NEEDED OR PERMITTED.
io.
FILTER FABRIC SHALL BE MIRAFI 60OX, SINGLE LAYER OR
APPROVED EQUAL. ALL SEAMS SHALL BE OVERLAPED AND
STITCHED TOGETHER WITH HEAVY DUTY VINYL ZIP TIES
11.
BEDDING STONE SHALL BE OF NATIVE, CRUSHED STONE OF 3
INCH TO 6 INCH IN DIAMETER, APPROX. 1 FT.THICK LAYER
12.
ARMOR STONES SHALL BE OF NATIVE GRANITE FIELD STONES
AND SMALL BOULDERS AS SPECIFIED FOR WEIGHT ON THE
TYPICAL PROFILE DETAIL. SELECT PRIMARILY UNIFORM,
ANGULAR STONE SHAPES AND FIT INTO PLACE FOR MAXIMUM
STABILITY. ALL ARMOR STONES SHALL FIRMLY CONTACT THE
BED STONES AND ARMOR STONES DIRECTLY ADJACENT. FACE
ROUGHNESS SHALL BE ON A SCALE OF 0.5 FT.
60 13.
DISTURBED EARTH AREAS ABOVE THE COMPLETED STONE
ARRAY ON THE BANK AND THE ACCESS ROUTE SHALL BE
INTENSIVELY PLANTED WITH SALT - TOLERANT GRASSES
14.
REMAINING EXCESS FIELD STONES -AND BEDDING STONE SHALL
BE REMOVED FROM THE BUFFER ZONE UPON COMPLETION.
15.
THE UPLAND ACCESS AREAAND WORK SITE SHALL BE GRADED
AND RESTORED TO THE PRE -CONSTRUCTION CONTOUR AND
CONDITION THE AND SHALL BE OVER - SEEDED WITH NATIVE
GRASS AS EXISTS TODAY.
16.
A 5 FT. WIDTH PLANTED STRIP SHALL BE PLANTED CONSISTENT
WITH THE RESTORATION SKETCH REFERENCED WITH THE
PERMIT.
REV. 9/18/26 — DECK AND PATIO LAYERS ON
FOLLINS POND 15 3
(TIDAL SALT POND)
4� TOPOGRAPHIC SITE PLAN
� a
10 UPLAND GROUND
SURFACE g REPLACEMENT OF AN EXISTING
TOP OF STONE ELEV. — 8t ARMOR STONE — 300 LBS TO 2,000 LES
/w/50% WEIGHING> 1,000 LBS KEYED IN STONE REVETMENT
PLACE
5 FACE SLOPE AT
MHW EL=1.2Q',,I,,SALTMARSHE�=,t,Ii, 85 MERCHANT AVENUE,
1 LAYER FILTER o e o a
CLOTH (MIRAFl 600x
MLW EL=-1.2 OR EOUAL)ii� . �� .� �.� �i� /i>
_-����� — III —II II-11�11= G YARMOUTHPORT, MA _IIIII- COMPACTED °o �_
BANK SLOPE ASSESSORS' MAP 136
BEDDING STONE 1.0' o o I � f PARCEL 108
THICKNESS 3" —6" CIA TOE OF STONE EL. _ —1 N
5 CRUSHED STONE APPROX. WT. 1.500 — 2,000 LBS
MAX. AUGUST 15, 2026 PLAN SCALE —AS
0 10 20 30 50 NOTED
50 60 70
PREPARED BY
CROSS SECTION DETAIL CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, PE
1" = 10' P.O. BOX 1517
EAST DENNIS, MA 02641
TEL - 508-385-1445