HomeMy WebLinkAboutSite plan 12.31.202550' BUFFER50' BUFFER50' BUFFER50' BUFFER50' BUFFER35' BUFFER35' BUFFER35' BUFF
E
R
35'
B
U
F
F
E
R
ELEV=27.59
CB/DH
BENCHMARK
RC
RC
UP
UP
CBDH
FOUND
CBDH
FOUND
CBASIN
R=26.35
GUY WIRE
GUY WIRE
REBAR W/ CAP
REBAR W/ CAP
GEDGE
O
F
P
A
V
E
M
E
N
T
EDGE
OF PAVE
ME
NT
PAVE
D
DRIV
E
W
A
Y
EDGE OF LAWNTIMBER RET. WALLDECK
DECK
WOOD STEPS
(TYP.)
A.C.
U
NI
TSTOCKADE FENCE
#22
DWE
L
LI
N
G
FIN.
F
L.
E
L.
=
3
1.
4
SHE
DEDGE OF SALTMARSHFZ FZFZFZFZAE(EL.9')FEMA ZONE XCBCBCBCBCB
100' BUFFER100' BUFFER100' BUFFER100' BUF
F
E
R 100' BUFFERAPPROXIMATE LOCATION
OF SEPTIC SYSTEM
FROM TIE-CARD
BRIC
K
WALK
GARA
G
E
RINS
E
47.7
'
PORC
H
M U
D
D
Y
C
R
E
E
K
TIDALPILE (TYP.)
FLOAT
MHW
MHW MHW MHWMHW MHWMHWMHW MHWMHWAREA
27,777± S.F.
PARCEL 127-54
KARL AND PATRICIA PIERAGOSTINI
REVOCABLE LIVING TRUST
31270 / 16
CERT. 216188
PARCEL 127-56
GREGG PASQUALE &
MAELISSA A. WHITE
CERT. 216664
PARCEL 127-57
DANIEL J. & KAYLA M. SCHELL
CERT. 237126
LADDER
N 18° 33' 14" W151.96'N 18° 31' 05" W42'±L=5 5 .9 1 'L =7 4 .5 7 'N 18° 33' 14" W219.77'N 29
°
22
'
54
"
W27'±
DRIF
T
W
O
O
D
L
A
N
E
(40' WI
D
E -
P
U
B
LI
C)
28282468101214161820222426 2824681012141618202224262
4
6
8
10
14
16
18
20
22
24 OHW2nd.
F
L
DECK
REGIS
TERED
L
.C
.P
2
3
3
8
2
-BUNREGIS
TERED EDGE OFLAWNGAS
METER
14.1'BOARDWALKR =5 6 2 .1 8 'L =1 3 0 .4 8 'PROPOSED TIMBER
RETAINING WALL
SEE DETAIL VIEW
EXISTING TIMBER
RETAINING WALL
TO BE REMOVED
WEEP HOLES TO BE INSTALLED
PROPOSED SILT
FENCE WORK LIMIT 51'13'
1
0
'xxxxxxxxxxxxxxEDGE OF RIVERFRONT
100' BUFFER
TO RIVER
200' BU
F
F
E
R
TO RIV
E
R 200' BUFFERTO RIVER100' BUFFERTO RIVERCONSTRUCTION
ACCESS
APPROXIMATE LOCATION
OF TREES (TYP) TO BE
REPLACED IF DISTURBED
DURING CONSTRUCTION.
SEE PLANTING NOTES ELEVATION, FEET (NAVD88)15
20
25
EXISTING TIMBER TIE
WALL TO BE REMOVED
PROPOSED 8" X 6" PT TIMBER TIE
WALL. TOP OF WALL ELEV. 22.5
UPPER COURSE SET BACK 1"
FROM BELOW.
PROPOSED 8' LONG DEAD MEN
SET EVERY 6' O.C.3.5'EXIST
I
N
G
GRAD
E
2 COURSES
TO BE BURIED
WEEP HOLES TO BE INSTALLED
AT LOW GRADE AND 1' FROM
TOP EVERY 6' 3"Ø MIN.
6" COMPACTED
GRAVEL BEDDING
WITH FILTER FABRIC
ACTUAL HEIGHT VARIES.
ANY WALL HEIGHT OVER 4'
STRUCTURAL DESIGN BY
OTHERS
6" OF GRAVEL WITH FILTER
FABRIC BACK FILLED BEHIND
WALL TO PROVIDE DRAINAGE
WORK LIMIT WITH
SILT FENCE AND
STRAW WADDLE
AREA TO BE FILLED WITH
COMPACTED CLEAN SAND
PROPOSED 4' TALL CHAIN
LINK FENCE. SEE PLAN VIEW
50' BUFFER50' BUFFER50' BUFFER35' BUFFER35' BUFFER35' BUFFER35' B
U
F
F
E
R
UP
GUY WIRE
REBAR W/ CAP
REBAR W/ CAP
PAVED DRIVEWAYTIMBER RET.WALLDECK
DECK
A.C.
U
NI
T STOCKADE FENCE
#22
DWELLING
FIN. FL. EL. = 31.4
SHE
D
FZ FZFZFZFZAE(EL.9')FEMA ZONE XCBCBCB CBCBCB
CB
BRIC
K
WALK
GARA
G
E
RINS
E
POR
C
H
MHW MHWN 18° 31' 05" W42'±1214161820222426286
8
14
16 EDGE OF LAWN
GAS
14.1'51'DEAD MEN
SET 8' O.C.
TYP.
PROPOSED
WORK LIMIT
TYPICAL SECTION
VIEW SHOWN
PROPOSED
REPLACEMENT
RETAINING WALL
EXISTING
WALL TO BE
REMOVED
xxxxxxxxxxxxxxxxxxxxxxPROPOSED FENCE
GATE
TYP.
PROPOSED
FENCE
4
3
'
PORTION OF LANDING TO BE
DISMANTLED AND RECONSTRUCTED
FOR REMOVAL OF EXISTING WALL AND
CONSTRUCTION OF NEW WALL
CONSTRUCTION
ACCESS 0.5'NOT TO SCALELOCUS MAP
N
N
NAD 83LOCUS
PREPARED FOR:
PREPARED BY:
DRAWING TITLE:
PROJECT:
ASSESSORS INFORMATION:
SUMMERFIELD PARK
800 FALMOUTH ROAD SUITE 301C
MASHPEE, MA 02649
508.477.7272 PHONE
508.477.9072 FAX www.CapeEng.com
SHEET NO.: OF DATE:
DRAWN BY:CHECKED BY:
1 1
YARMOUTH, MASSACHUSETTS
YARMOUTH, MA 02664
22 DRIFTWOOD LANE
RICHARD DOVE
CTR CTR/JJF
DECEMBER 31, 2025
PROPOSED WALL REPLACEMENT PLAN
MAP 127-55
DESCRIPTIONDATE CHKBY
-
NOTICE
THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE &
ISLANDS ENGINEERING, INC.
UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR
PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS
PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.
COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED
22 DRIFTWOOD LANE
GENERAL NOTES
LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON
THE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM,
DATUM: NAD 83, UNITS: U.S. SURVEY FEET.
DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNER
BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE
TENTH (0.1') OF A FOOT. LOT COVERAGE IS CALCULATED TO CORNER BOARDS.
THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWER
THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT
PERFORMED.
ZONING DISTRICT: R-40
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (ELEV. 9) & MINIMAL
FLOOD HAZARD ZONE X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD
INSURANCE RATE MAP NO. 25001C0579J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.
THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA.
THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.
WIND EXPOSURE CATEGORY: ZONE C
LOT COVERAGE:
LOT AREA = 27,777 ± S.F.
EXISTING LOT COVERAGE BY STRUCTURES:= 2,622 S.F. (9.4%)
A COMPREHENSIVE ZONING ANALYSIS HAS NOT BEEN PERFORMED BEYOND THE ITEMS LISTED ABOVE.
DEED REFERENCE: BOOK 35896 PAGE 302
PLAN REFERENCE:LC PLAN 23382-B & BOOK 256 PAGE 66
OWNER:RICHARD G. & CAROL C. DOVE
2 NEWELL DRIVE
MEDFIELD, MA 02052
DRIFTWOOD_22_DOVE_WALL
0
SCALE:
15 30 60
1" = 30'
OHW
HYDRANT
WATER SHUTOFF
CATCH BASIN SQUARE
UTILITY POLE
GUY POLE
GUY WIRE
LIGHT POLE
SIGN
CONIFEROUS TREE
DECIDUOUS TREE
TREE LINE
OVERHEAD WIRES
STONE WALL
POST & RAIL FENCE
STOCKADE FENCE
x x x PICKET ROW
xx xx CHAIN LINK FENCE
LEGEND
IRON PIPE FOUND
CONCRETE BOUND
IP
CB
TREE STUMP
STONE BOUNDSB
RC ROD CAP
SHRUB
CONIFEROUS SHRUB
AREA OF STRUCTURE INCLUDED IN
EXISTING LOT COVERAGE
DISTURBED AREA PLANTING NOTES
PROPOSED NATIVE PLANTINGS TO BE 2 GALLON CONTAINERS OR LARGER, STAGGERED IN FORMATION AND
PLANTED 3 FEET ON CENTER OR AS NECESSARY TO ADEQUATELY RE-VEGETATE AREA.
PROPOSED PLANTINGS INCLUDE:
BLACK TUPELO (Nyssa sylvatica) - 3" DBA, IF A TREE IS DISTURBED DURING CONSTRUCTION OF THE WALL
FOR AREAS DISTURBED BELOW THE WALL NATIVE PLANTS INCLUDE:
BAYBERRY (Myrica pensylvanica)
WILD RAISIN (Viburnum nudum cassinoides)
INKBERRY (Ilex glabra compacta)
BLACK CHOKEBERRY (Aronia melanocarpa)
DISTURBED LAWN AREAS ABOVE THE WALL WILL BE REPLANTED WITH DROUGHT TOLERANT FESCUE GRASS
DETAIL PLAN VIEW
SCALE 1" = 10'
PROFILE VIEW
SCALE 1" = 5'
OVERALL PLAN VIEW
SCALE 1" = 30'
WALL CONSTRUCTION & MATERIAL NOTES
COURSES TO BE SECURED WITH 2 (TWO) 10" HDG SPIKE NAILS EVERY 4'
TIMBER TO BE PRESSURE TREATED FOR BELOW GRADE ACQ
DEAD MEN TO BE CONNECTED WITH 30" HDG REBAR CONNECTING 1 COURSE ABOVE AND TWO BELOW
AREA BEHIND WALL TO BE BACK FILLED WITH 3
4" CRUSHED STONE GRAVEL
STONE BED BELOW WALL TO BE SET ON FILTER FABRIC AND CRUSHED STONE TO BE COMPACTED
PRIOR TO CONSTRUCTION
FILTER FABRIC TO BE MIRAFI NON WOVEN 140N
CONSERVATION NOTES
PRIOR TO ANY WORK COMMENCING, THE DEP FILE NUMBER SHALL BE POSTED ON A
SIGN ON THE STREET SIDE OF THE LOT AND MAINTAINED IN A VISIBLE CONDITION
THROUGHOUT THE PROJECT.
THE LIMIT OF WORK WILL BE INSTALLED PRIOR TO ANY WORK, EXCAVATION,
CONSTRUCTION OR CLEARING OF VEGETATION, IN ORDER TO PREVENT DAMAGE TO
THE INTERESTS OF THE ACT AND BYLAW. THE LIMIT OF WORK WILL CONSIST OF A
ROW OF STAKED SEDIMENT STOP OR COMPOST ROLL WITH SILT FENCE BACKING. THE
SEDIMENT STOP ROLL WILL BE REPLACED AS NECESSARY TO BE MAINTAINED IN GOOD
CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. NO FILL WILL BE
ALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK AT ANY TIME. UPON
COMPLETION OF ALL CONSTRUCTION AND STABILIZATION OF THE SITE, SEDIMENT
STOP ROLL WILL BE REMOVED AND PROPERLY DISPOSED OF.
PRIOR TO ANY WORK COMMENCING, ADVANCE WRITTEN NOTIFICATION WILL BE
PROVIDED TO THE LOCAL CONSERVATION COMMISSION.
NO DEBRIS, EQUIPMENT OR MATERIALS WILL BE STORED, EVEN TEMPORARILY,
OUTSIDE THE DESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF EQUIPMENT
AND MATERIALS RELATED TO THE PLANTINGS FOR THE REQUIRED MITIGATION.
THE CONSTRUCTION SITE WILL BE CLEANED DAILY TO REMOVE ANY LOOSE DEBRIS.
ALL DISTURBED AREAS WITHIN THE LIMIT OF WORK REQUIRING RESTORATION WILL BE
STABILIZED TO PREVENT EROSION. STABILIZATION WILL BE DONE IMMEDIATELY
FOLLOWING COMPLETION OF CONSTRUCTION.
WORK AREA LIES COMPLETELY WITHIN PREVIOUSLY DISTURBED BUFFER ZONE AREAS.
PROJECT STATISTICS
1.EXISTING DISTANCE FROM WALL TO COASTAL BANK:0 FEET
2.PROPOSED DISTANCE FROM WALL TO COASTAL BANK: 0 FEET
3.EXISTING LENGTH OF WALL ON COASTAL BANK: 66 FEET
4.DISTURBANCE WITHIN COASTAL BANK:0 S.F.
5.DISTURBANCE WITHIN 0-50' BUFFER TO COASTAL BANK:3,800± S.F.
6.DISTURBANCE WITHIN 100' RIVER FRONT AREA:2,600± S.F.
7.DISTURBANCE WITHIN 200' RIVER FRONT AREA:2,200± S.F.
ANY SECTION OF WALL OVER 4'
HIGH TO HAVE STRUCTURAL
DESIGN BY OTHERS FENCE CONSTRUCTION NOTE
FENCE IS FOR SAFETY TO PREVENT PEOPLE FALLING OFF THE WALL
A 6" GAP WILL BE PROVIDED BELOW THE FENCE TO ALLOW WILDLIFE PASSAGE
THE PROPOSED FENCE TO BE A BLACK METAL 3 RAIL VERTICAL FENCING WITH
VERTICAL GAPS. (SEE SKETCH)
DETAILED FENCE SPECIFICATIONS INCLUDING MATERIAL, TYPE AND COLOR TO BE
PROVIDED TO CONSERVATION STAFF PRIOR TO INSTALLATION.
PROFILE DETAIL
SCALE 1" = 2'