HomeMy WebLinkAboutSite plan 11.26.2025N/F
VRI DEVELOPMENT &SALES
37 NEPTUNE LANE
SOUTH YARMOUTH,MA 02664
SITE_PLAN (EXISTING AND PROPOSED)
10 5 .10 20 40
1°=20'
N/F
ANDREW NOLAN
53 NEPTUNE LANE
SOUTH YARMOUTH,MA 02664
BENCHMARK:CONSTRUCTION NOTES:
CEMENT BOUND IN
=7.2’NAVD88 1.ELEVATIONS REFER TO NAVD88.CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION
WORK LIMIT
AS NEEDED.
2.THE SCOPE OF WORK CONSISTS OF RECONSTRUCTING AN EXISTING PERMITTED BULKHEAD AND ACCESS STAIRS
IN THE SAME LOCATION,THE EXISTING PERMITTED LANDING WILL BE MOVED APPROXIMIATELY 6 FEET NORTH
RE-USING ONE SET OF PILES AND RELOCATING THE SOUTHERN 3 PILES.THE TWO 6°X14’FLOATS MATCH
THE PERMIT AND WILL REMAIN.THE EXISTING SMALLER FLOAT UNDER THE RAMP WILL REMAIN AND BECOME
PART OF THE PERMIT.TOTAL FLOAT SQUARE FOOTAGE WILL BE 200 SQUARE FEET.THE EXISTING GRAVEL
BUFFER SHALL REMAIN.THE EXISTING LICENSE IS ABOUT TO EXPIRE AND A NEW LICENSE WILL BE OBTAINED.
3.THE EXISTING OUTFALL PIPE SHALL BE RESEALED TO THE NEW BULKHEAD.ANY REPAIRS TO THE PIPE ITSELF
SHALL BE MADE AS NECESSARY.
4.THE RETURNS ON BOTH ENDS OF THE WALL SHALL EXTEND LANDWARD TO MATCH EXISTING.
5.CONSTRUCTION ACCESS SHALL BE FROM THE APPLICANT'S PROPERTY OR FROM A WORKING BARGE.EQUIPMENT
SHALL BE STORED ON THE APPLICANT'S PROPERTY OR THE WORKING BARGE WHEN NOT IN USE.WORKING
BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE.
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.
7.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION.|LOCU S M APALLWORKSHALLBEINSPECTEDBYSHOREFRONTCONSULTINGANDRECEIVEAPPROVALBEFOREREMOVING
8.THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE LE GE.ND
MHW
PRE-—CONSTRUCTION CONDITIONS.
MEAN HIGH WATER
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.MLW MEAN LOW WATER
Pond
<=
6.THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE BULKHEAD.NC
10.ANY TIMBER USED IN THE WATER SHALL NOT BE CCA PRESSURE TREATED.ALL HARDWARE SHALL BE —2——_ELEVATION CONTOUR
GALVANIZED OR STAINLESS STEEL,UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING.
women PROPERTY LINE
11.ANY DEBRIS OR MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE REMOVED IMMEDIATELY.
12.REFER TO STRUCTURAL DRAWING ENTITLED "PLAN SHOWING 10°ENGINEERED VINYL BULKHEAD”,BY
SHOREFRONT CONSULTING,AND STAMPED BY MARK MCKENZIE,P.E.,DATED 12/12/12 FOR BULKHEAD
DETAILS.THE CL9900 SHEETING SHALL BE UTILIZED TO REPLACE THE CL9000 MATERIAL WHICH IS NO LONGER S URVEY N OTES .
\AVAILABLE.THE CL9900 HAS A SECTION MODULUS OF 20 WHERE THE CL9000 HAD A SECTION MODULUS OF
16.4;THEREFORE,THE CL9900 IS A SUITABLE REPLACEMENT AND SHALL BE USED.THE DESIGN ANCHOR RECORD OWNER:
SPACING IS 7 FEET,WHERE 6 FEET SHALL BE USED.ALL CHANGES ARE MORE CONSERVATIVE THAN THE NEPTUNE LANE IRREVOCABLE TRUST
\ORIGINAL DESIGN.RAQUL M,CHALIFOUX,TRUSTEE
190 QUINSIGAMOND AVENUE;APT.107
13.THERE SHALL BE 6 INCHES OF CLEARANCE BETWEEN THE GRADE DIRECTLY BEHIND THE BULKHEAD AND THE SHREWEURY.Ba.GiteFoeneaeASSESSORSMAP24,PARCEL 168
DEED BK.31416,PG.290
PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD PERMIT REFERENCES;
SURVEY BY DOWN CAPE ENGINEERING IN AUGUST OF 2025 1)SE83-677 HOUSE <1986)
AND COMPILED FROM PLANS ON RECORD RECORDED IN THE 2)COC FOR SE83-677 (1987)
(2)2”X 8”P.T.CAP;|W/3”GALV.BOLTS /
@ 3’OC.(TYP)c
J"GALV.LAG BOLTS q
@ 3’0.C.(TYP)(ALTERNATE
WITH CAP THRU-BOLTS (TYP)
(2)2”X 4”P.T.CAP
SUPPORTS;W/34”GALV.
BOLTS @ 3’O.C.(TYP)
SHOREGUARD CL 9900
SHEETING (TYP)
2°x8"
nae ww|22°x8 =rh
2”x8”
CAP TOP VIEW
(ALTERNATE)CAP TOP VIEW
/_-/BARNSTABLE COUNTY REGISTRY OF DEEDS.3)SE83-728 HOUSE (1986vtTx8"CREEHEART |an 7 4)COC FOR SE83-728 «1990)
ANCHOR]|WALE a WORK AREA LIES WITHIN FLOOD ZONES AE (EL.11°)AND W 5)SE83-1049 (1990)
7 ZONE AE (EL.13’)PER FIRM PANEL #588 OF 875,¥S{OJALA u/s :eae Fine Pose —,COMMUNITY MAP NUMBER 25001CO588J EFFECTIVE DATE JULY 4,\.No.40980_,/Cerah comm ,
Ty ST BACGCWAE 7 7 16,2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE.\to,.;ga er9)DEP LICENSE 3523 ¢1993))~J PROPOSEDSHOREGUARD/”a )DATUM FOR ALL ELEVATIONS =NAVD 88 ESTIMATED EXPIRATION DATE IS
,MEAN HIGH WATER =1.1 NAVD 88 FEBRUARY 2027aAeeID20°LONG MINIMUM a MEAN LOW WATER =—1.8’NAVD 88
PROPOSED %”
a _THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY
|THRU-BOLTS;2°0.C.(nP)|AND IS THEREFORE NOT SUBJECT TO MESA REVIEW Baie ie bk Giud oe BLE
Rime PROPOSED CHANCE HELICAL Tt THE 50—FOOT OFFSET FROM THE BULKHEAD NOT FOR STRUCTURAL
ANCHORS;6’SPACING,(TYP)“c (RIFERFRONT AND RESOURCE AREAS)IS SHOWN
si ON THE PLAN.ALL OTHER RESOURCE AREA
OFFSETS (100°BUFFER;100 AND 200 FOOT NO PART OF THIS DRAWING MAY BE USED BY
BULKHEAD CAP DE TAIL
9 ‘1 2 4
LAND UNDER OCEAN
10—FOOTBULKHEAD PLAN VIEW DETAIL
RIVERFRONT AREA)ARE OFF THE PROPERTY.ANY PARTY WITHOUT THE EXPRESS WRITTEN
CONSENT OF SHOREFRONT CONSULTING AND
SCALE:1°=2’
LSCSF
A
EXISTING DWELLING |TOP OF RELOCATED WALL SHALL BE/7.1’(TO MATCH EXISTING WALL),
MAXIMUM UNBALANCED FILL=10’
5 :i 2 4
SCALE:1”=2'
10.0 /40.00=“exisTING GRADE
7 J =—
—MirW =1.1 {FORCED \EXCAVATE T0_FACILITATE a0;MLW =—1.8°(FORCED)INSTALLATION OF TIE BACKS ,
YRas
EXISTING GRADE
~10.0 ;10.00
0+75.00 0+00.00
5 0 5 10 20
1”=10'
DOWN CAPE ENGINEERING,INC.
TOP OF WALL SHALL BE 7.1’(TO MATCH EXISTING WALL),
MAXIMUM UNBLANCED FILL=10 FEET
PROPOSED CAP;SEE DETAIL
PROPOSED CONT.GREENHEART
8x8”ANCHOR WALE
20’MINIMUM EMBEDMENT
SHALL DEVELOP 18K MIN.
PROPOSED CONT.P.T.
3”x6”BACK WALE EXISTING GRADE
J 15:
1”DOCK WASHERS easel so
1"9 |\CEXCAVATE TO
ROD ADAPTER FACILITATE
INSTALLATION
OF TIE BACK
|47>=@ 7-0"0.C.MINIMUM ANCHOR PENETRATION :
PROPOSED SHOREGUARD CL 9900 ceNI{|~SHALL BE 20’,AND DEVELOP 18 KIPS MINIMUM
VINYL SHEETING,20 FEET LONG ANCHOR FORCE PER ANCHOR
10—FOOT BULKHEAD ELEVATION DE TAIL
SCALE:1°=5'(508)280-8046DCE#25-089 WWW SHOREFRONTCONSULTING.COMeeeeNEW11/2"CHANCE HELICAL SCREW ANCHOR ———i FISTING CRADEA TYPE SS5 16"X 5’WITH 8”&10”and 12”FLIGHTS :
|
INEER
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