83-1983 - Pier Ramp & Float Replacement10 ; q '° 20 40 AERIAL PLAN
SCALE: 1"=20'
1m
N/F
LINDA R, SHERIDAN
39 GREEN WAY
SOUTH YARMOUTH, MA 0
MAP 69, LOT 47
�i
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\� Rl.
S�
BARRY L. & CATHERINE M. DUMICANN/F
370 LONG POND DRIVE SHED �b ROBERT G, TAYLOR &
SOUTH YARMOUTH, MA 02664 JOANNE TAYLOR GABRIELS
MAP 69, LOT 48 299 ELLIOT ROAD
n EAST BREENBUSH, NY 12061-3844
C MAP 69, LOT 44
EXISTING
��\ ; v ExISSI226 �CK t GARDENS
`'.V, EXISTING
TIMBER .STEPS
e0 r i 0 r r' GB (FND
(BROKEN/
$ R LEANING)
E ' 45 / 1 EXISTING STEPSy /
r ❑WATER Sad /J
N/F
CHRISTINE J.
FARAH
.12oE��
366 LONG POND 1 I 1 J rp _
DRIVE P OF BPNK r r
SOUTH YARMOUTH, L* " IO 8Y
MA 02664 g �S /-N�TOMo ZER)
MAP 68, LOT 156' �" i r� RPMPI 804 OF
S)HW'69 S
CB FND
(DISTURBED)^
-- LONG POND
(A GREAT POND)
LONG POND
ti f WATER ELEVATION. = 7.9' (9/18/2013)
j r - HISTORIC HIGH WATER <HHW) = 8,1'
- ORDINARY HIGH WATER (OHW) = 6.9'
SITE PLAN (EXISTING) - '° 5 q '° 20 4a
SGU E t'=20' SCALE: 1"=20'
18
16
14
12
10
8
6
4
2
0
-2
BOTTOM OF INLAND
BANK & (HHW) (OHW)
TOP OF 12.5': J
INLAND BANK: III"` BEYOND OHW I
INLAND SLOPE (BUFFER ZONE) LAND UNDER GREAT POND -
EXISTINGETIMBER STEPS
��
€
HISTORIC HIGH WATER
HISTORIC HIGH WATER HHW
SPOT ELEVATION
PROPOSED 4'xS'
LEVEL =_11 8.1 NGVD
.j
PROPERTY LINE
PROPOSED
8'x12'jFLOAT (SEASONAL)_
I
!ORDINARY HIGH WATER
v
TREE
LEVEL = 6.9' NGVD OBSERVED WATER��
-
_ - LEVEL 7.9' NGVD
LEVEL 7.9' NGVD
7
EXISTING j2'x12' RAMP'
- ----EXISTING 8'x8' FLOAT_.-^;
PROPOSED 2' WIDE PUBLICIACCESS STEPS
'(4
�
9
PROPOSED SECURING ONES
- -
G PROPOSED HELICAL ANCHOR I(2)
0+00 0+20 0+40 0+60 0+80
SECTION A -A PIER ELEVATION {EXISTING)
SCALE: 1"_10' SCALE: 1 "=10'
PROPOSED HELICAL ANCHORS <2> 2"x6" DECKING W/
X" SPACING;
F OVERLAP 1" (TYP) 2"x6" STRINGERS (TYP)
SECURING LINES (4)
3/a" THROUGH BOLT
WITH DOCK WASHERS
(TYP) AT EACH PILE
o X 8" YOKE; (2) TYPO EXTEND BENTS TO PICK
.. UP OUTER STRINGERS
lw'� s BOLT WITH DOCK
WASHERS (TYP)
8" CCA PILES TYP)
PROPOSED 2��� ;
WIDE PUBLIC ? �� N_
ACCESS STEPS 3" X 8" CROSS
PIER PLAN VIEW � . BRACING, (TYP)
25 q 25 ,a SECTION B -B PIER DETAIL
SCALE: 1"=5' t q t 2 4
SCALE: 1"=2'
BOTTOM OF INLAND
BANK & (HHW) (OHW)
TOP OF 12.5'±
INLAND BANK �� BEYOND OHW
..- INLAND SLOPE (BUFFER ZONE) LAND UNDER GREAT POND T -
20EXISTING 1 TIMBER STEPS PROPOSED 14'x6' PIER (PERMANENT)
18
16
14
12
10
8
6
4
2
O
2
����� PROPOSED 8"0 PI ELS
��
€
HISTORIC HIGH WATER
X -3.39
SPOT ELEVATION
PROPOSED 4'xS'
RAMP '(SEASONAL)
.j
PROPERTY LINE
PROPOSED
8'x12'jFLOAT (SEASONAL)_
I
FENCE UNE
v
TREE
OBSERVED WATER
PROPOSED 4"x4" ANCHOW POST
_ - LEVEL 7.9' NGVD
EXISTING 2 x12 RAMP
EXISTING
8'x8' !FLOAT
PROPOSED 2' WIDE PUBLICIACCESS STEPS
'(4
�
9
PROPOSED SECURING ONES
- -
G PROPOSED HELICAL ANCHOR I(2)
-0+00 0+20 0+40 0+60 0+80
TION A -A PIER ELEVA Ti
SCALE: 1•=10'
)
i
CB FND �
(DISTURBED)
SITE PLAN (P�
SCALE: 1'=20'
EXISTING `
GARDENS
BPNK
�Stt1M 9FW .SER)
20
SCALE: 1 "=10'
EXISTING STEPS
JO WATER
CAMP -LONG POND
- (A GREAT POND)
LONG POND
r -- WATER ELEVATION. = 7.9' (9/18/2013)
- ` HISTORIC HIGH WATER (HHW) = 8.1'
ORDINARY HIGH WATER (OHW) = 6.9'
-'= -0 \p O
SURVEY NOTES:
RECORD OWNER:
DUMICAN BARRY L & CATHERINE M
370 LONG POND DRIVE
SOUTH YARMOUTH, MA 02664
BK. 10832, PG. 53
PROPERTY IS SHOWN AS LOT 48 ASSESSOR'S
MAP 69 AND LIES WITHIN ZONE R-40 AND AQUIFER
PROTECTION PER TOWN OF YARMOUTH
ONUNE ZONING MAP LAST REVISED 10/22/2012.
PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY
BY EXISTING GRADE INC. IN SEPTEMBER, 2013 AND COMPILED FROM
PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY
REGISTRY OF DEEDS PBK 112- PG 151 AND PBK 109 -PG 67.
ORIGIN OF BEARINGS IS PLAN BOOK 112 PAGE 151.
ORIGIN OF ELEVATIONS IS BASED ON FIRM REFERENCE MARK
RM 14 ELEVATION 11.89 NGVD 1929, CHISELED SQUARE IN TOP OF
CONCRETE HEAD WALL LOCATED AT THE INTERSECTION OF
LONG POND DRIVE AND WINSLOW GRAY ROAD,
PARCEL LIES WITHIN FLOOD ZONES B AND ZONE C PER
FIRM PANEL #4 OF 7, COMMUNITY PANEL NUMBER 250015
0004 C MAP REVISED JUNE 17, 1986 AS SHOWN ON FEMA
ON UNE DATA BASE.
EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM
FIELD SURVEY PERFORMED BY EXISTING GRADE INC.
IN SEPTEMBER 2013.
SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH
FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE
COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY
SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC.
DATUM FOR ALL ELEVATIONS IS NGVD 29
THE SITE IS NOT LOCATED WITHIN A NHESP BOUNDARY
AND IS THEREFORE NOT SUBJECT TO MESA REVIEW.
ORDINARY HIGH WATER (OHW) = 6.9' NGVD
HISTORIC HIGH WATER (HHW) = 8.1' NGVD
SOURCE: YARMOUTH DEPT. OF NATURAL RESOUCES
PROPOSED Vx6' PIER
EX. TIMBER (PERMANENT)
/ STEPS 2"x6" DECKING W/ �4'"
r/ SPACING; OVERLAP t" (TYP)
° 2"x6" STRINGERS (TYP) e
1/2" THROUGH 3"x8" YOKE;
BOLT (TYP) (2) TYP.
z
1n
1
4"x4" '
POSTS
2' WIDE PUBLIC
ACCESS STEPS A
8" CCA PILES (TYP)
10' LONG
SECURE TO PIER NTH
GALV. EYE HOOK AND ROD
PROPOSED 4':
-" THROUGH BOLT.WITH
DOCK WASHERS (TYP)
3"x8" CROSS
BRACING, (TYP)
OBSERVED WATER
LEVEL
PROPOSED
SECURING LINES (4)
EXISTING
LEGEND
EDGE OF VEGETATION
A. OHW
ORDINARY HIGH WATER
H'
HISTORIC HIGH WATER
X -3.39
SPOT ELEVATION
-2-
ELEVATION CONTOUR
N0. DALE RENSKN!
PROPERTY LINE
S1EEf "ns
PLAN SHOWING PROPOSED PIER,
& RAMP AND FLOAT REPLACEMENT.,
LIMIT OF WORK/ACCESS
Y--_.--
FENCE UNE
v
TREE
PROPOSED 8'x12' FLOAT (SEASONAL)
PIER ELEVATION DET,
SCALE: 1'=2'
CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NGVD. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION
INFORMATION AS NEEDED.
2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY
OVER THE APPLICANT'S PROPERTY.
3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE
WALKWAY AND PIER. EQUIPMENT AND 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.
4. ALL WORK 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
COME IN CONTACT WITH THE POND BOTTOM.
5. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. WORKING BARGE
TO BE ANCHORED TO AVOID BOTTOMING OUT.
6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT
BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE
MECHANICALLY DRIVEN FROM THE WORKING BARGE WHERE POSSIBLE.
7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION
CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL
BEFORE REMOVING EQUIPMENT FROM THE SITE.
8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE
PRE -CONSTRUCTION CONTOURS AND CONDITIONS.
9. 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 ANY WORK.
10. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. ALL TIMBER USED
FOR STRUCTURAL FRAMING SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER
OR SHOREFRONT CONSULTING.
10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY
OWNER OR SHOREFRONT CONSULTING.
12. THE PROPOSED PIER IS PERMANENT. THE RAMP AND FLOAT ARE SEASONAL.
13. THE FLOAT SHALL BE STORED ON THE APPLICANT'S UPLAND AREA DURING THE WINTER MONTHS IN
THE LOCATION SHOWN ON THE PLAN.
SKIDS
PROPOSED HELICAL
ANCHOR (2)
NOV 2 0 2013
E -,_:1O
N0. DALE RENSKN!
HY
S1EEf "ns
PLAN SHOWING PROPOSED PIER,
& RAMP AND FLOAT REPLACEMENT.,
PROJECT "m
SC -21
AS SHOWN
11-8-13
rRaJEa
BARRY AND CATHERINE DUMICAN
370 LONG POND ROAD SOUTH YARMOUTH, MA
w w MCB
w EG
DRAWIND N0.
DUMICAN.DWG
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT, MA. 02639
(508) 280-8046
C-1
- or _ suers