HomeMy WebLinkAbout83-2022 - Walkway & Dock PlanSITE PLAN (EXISTING)
15 0 15 3D 60
SCALE: 1"=30'
FLOOD ZONE AE
(EL. =111' NAVD88)
0+20
LSCSF
LIMIT OF
(SEE SU'
0+40
SECTION A -A PLAN VIEW 5 5 10 20
woormnommmmlr_SCALE: 1"=10'
VEGETATED
BUFFER I 112'1 SALT MARSH
:RATE WAVE ACTION
NOTE 10)
0+60
EXSTING WALKWAY EXTENDS 116'±; PROPOSED TO BE RECONSTRUCTED
TO EL. 7% WITH 25' LANDWARD APPROACH SECTION
EXISTING 4'x116' ELEVATED WALKWAY (PROPOSED TO
PROPOSED ?2�5'
APPROACH S"CTION BE RECONSTRUCTED; TOP OF DECK= 7.0' NAVD88,
TOTAL LEN
EXISTING WALKWAY'
(DECK EL. VARIES
FROM 3.7' TO 1.38')
17' SPAN
(TYP) I
COASTAL BEACH ---"-I- -- IND UNDER
SALT POND
P,AMP AND FLOAT EXTEND 48'f BEYOND MHW -I
MHW=1.1' PROPOSED 3'x20' RAMP MLW= -1.8'
�I4rJ! l �121!remialliEn
0+160 11 0+180 II 0+200 II 0+220
SECTION A -A ELEVATION 5 5 10 20
SCALE: 1"=10'
CONSTRUCTION NOTES:
1. ELEVATIONS REFER TO NAVD 88. 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 STEPS.
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 MARSH.
5. A WORK LIMIT SHA -L BE STAKED AND MAINTAINED TO INSURE
MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL
ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND
EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY
DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING
BARGE TO BE ANCFORED TO AVOID BOTTOMING OUT DURING
PERIODS OF LOW T.DE.
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 INITIALLY JETTED TO SET, BUT THEN SHALL BE
MECHANICALLY DRIVEN FROM THE WORKING BARGE.
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 HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL,
UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT
CONSULTING. I
11. THE DOCK IS PERMITTED FOR THE DOCKING OF DINGHY WITH A
MAXIMUM LENGTH OF 12 FEET,
12. THE FLOAT SHALL BE FITTED WITH FLOAT STOPS TO MAINTAIN 30
INCHES OF CLEARANCE TO THE BOTTOM FOR SHELLFISH HABITAT.
" RAILINGS
RECESSED DECKING
W; 3/4" SPACING
SECTION 8-8 DETAIL
SCALE: 1"=2'
2"x6" RAILING CAP
4"x4" POST BOLTED
/ THROUGH YOKES AND
JOISTS (TYP)
SURVEY NOTES:
1, RECORD OWNER:
MILLS MARILYN S.
P.O. BOX 724
FISKDALE, MA. 01518
DEED BK:10620 PG:262
PLAN BK:512 PG:076
2. PROPERTY IS SHOWN ON ASSESSORS MAP 029,
PARCEL 97.2 AND APPEARS TO LIE WITHIN THE
RESIDENTIAL DISTRICT R-25 PER THE TOWN OF YARMOUTH
ZONING MAP.
3. PROPERTY LINES AND EXISTING CONDITIONS AS SHOWN
WERE DERIVED FROM AN OH THE GROUND SURVEY
CONDUCTED ON JANUARY 15, 2015, LINES OF OCCUPATION,
AND FOUND MONUMENTATION.
4. ORIGIN OF BEARINGS IS PLAN 512, PAGE 076,
RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF
DEEDS.
5. ORIGIN OF ELEVATIONS ARE NAVD 88, DETERMINED
FROM A GPS SURVEY CONDUCTED ON JANUARY 19, 2015.
6. PARCEL APPEARS TO LIE WITHIN THE AE (EL.=11') AND
X FLOOD ZONES PER FIRM MAP 25001 PANEL 569 OF 875,
LAST REVISED JULY 16, 21014 AS SHOWN ON THE FEMA
WEBSITE.
-' 7. SURVEYOR HAS MADE NO INVESTIGATION OR
INDEPENDENT SEARCH FOR EASEMENTS OF RECORD,
ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP
TITLE EVIDENCE, OR ANY CTHER FACTS THAT AN
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
S. THE PROPOSED WORK IS NOT LOCATED WITHIN A
NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT
MESA REVIEW.
0+240 9 MHW = 1.9' NGVD (1.1' NAVD88)
MLW = -1.0' NGVD (-1.8' NAVD88')
SOURCE; ARMY CORPS PROFILE #9 DATED 1988
OBSERVED MHW - APPROX. 1.1' NAVD88
OBSERVED MLW = APPROX. -1.5 NAVD88
10. FLOOD ZONES ARE SHOWN FOR INFORIMATION ONLY,
WERE SCALED IN FROM THE FLOOD MAPS AND ARE NOT
PART OF A FORMAL FLOOD SURVEY.
2"x12" STRINGERS
(6 TOTAL, TYP),
OPTIONAL (3) 4"x10"
,3/4" THROUGH -BOLTS
(TYP)
L --3"x10" YOKE; (2) TYP.
i3"x8" CROSS
BRACING, (TYP)
--y4" THROUGH BOLT WITH
DOCK WASHERS (TYP)
10" GREENHEART PILE (INSTALL
BUTT END DOWN, TYP)
-INSTALL SCREW ANCHOR AT
EACH BENT BEYOND MHW TO
PREVENT ICE UPLIFT
LEWIS BAY
I S��
I �
LOCUS
I
1
YARMOUTH�\MA
KEY MAP
1" = 600'
LEGEND
3 5/12/15 CORRECTED TYPO FOR FLOAT SIZE (ON SITE PLAN) MCE
2 4/10/15 REVISED FLOAT SIZE FROM 8'x16' TO 6'x10' MCI
EDGE OF MARSH
QMH'
MEAN HIGH WATER
MLI
MEAN LOW WATER
----2------
ELEVATION CONTOUR
DIM" 6Y MCI
PROPERTY LINE
VA En m VA
LIMIT OF WORK/ACCESS
\01'
SALT MARSH
SPARVNA ALTERNIFLORA
N
2"x6" RAILING B
CAP (TYP)
0
S
E
2"x4" RAILING
5/8" THROUGH 2"x6" DECKING W/ 3/4"
BOLT TYP Il IrzSPACING; OVERLAP 1" (TYP)
2"x12" STRINGERS
(TYP) 3
3"x10" YOKE; 3/4' THROUGH
(2) TYP. BOLT WITH DOCK
WASHERS (TYP)
,i3"x8" CROSS
BRACING, (TYP)
10" GREENHEART
PILES (TYP)
B
SECTION A -A WALKWAY DETAIL
3 5/12/15 CORRECTED TYPO FOR FLOAT SIZE (ON SITE PLAN) MCE
2 4/10/15 REVISED FLOAT SIZE FROM 8'x16' TO 6'x10' MCI
1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCI
N0. DATE REVISION BY
SHEET TITLE
PLAN SHOWING RECONSTRUCTED
& PROPOSED DINGHY DOC
PROJECT W.
SC -4
sm' AS SHOWWALKWAY
DATE 01/27/1,
PROJECT
MARILYNMILLS
166 BAXTERTM MA
DIM" 6Y MCI
CHEO<ED EY E
DPAWING W.
MILLS.DW
SHOREFRONT CONSULTING
290 CENTER STREET
DENNISPORT MA. 02639 `
(506)280-8046
WWW.SHOREFRONTCONSUL'nNG.COM
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