HomeMy WebLinkAboutGEORGE_7_CAPASSO_SP 6-22-26BVW2
BVW3BVW4
BVW5
BVW6
BVW7BVW8
BVW9
G
GAS
GATE
S
SMH
R=8.66
W
WATER
GATE
9.9
9.6 9.5 9.5
10.510.410.410.0
11.0
10.8
11.2
10.8 10.8
10.8 10.7
10.2
10.4 10.7
9.9
9.910.8 9.8
10.3
10.1 10.4
10.5
S
SMH
R=9.02 CBASIN
R=8.97
CBASIN
R=8.74
W
WATER
GATE
UP
UP
10.9
10.9
11.0
10.8
10.8
11.1
11.4
10.8
10.7
10.6
10.7
10.8
11.0
W
WATER
GATE
10.9
11.2
GUY WIRE
IP
IP
UP
CBDH
FOUND
10.710.5
10.7
10.2 10.1 10.7
GUY WIRE
8.6
5.9
9.2 8.8
7.3
7.3
8.9
8.0
5.3
5.8
8.48.2
6.2
8.6
5.68.7
6.2
6.0
COMMERCE ROAD
(VARIABLE WIDTH - PUBLIC)
S
S
S
S
S
S
S S S S S S S S S S S S S S SOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW
OHW
OHW
OHW OHW OHW OHW OHW OHW OHW OHWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGGGGGGGGGGGGGGGW
W
W
W
W
W
W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSS
APPROX. LOCATION OF
SEWER LINE PER TOWN
RECORDS ON FILE.OHWOHWOHWOHWHARBOR VIEW ROAD (15' WIDE - PRIVATE)GEORGE STREET (15' WIDE - PRIVATE)3.0'0.4'
SHED
LEAN-TO
CHIMNEY
SHED
RINSE
STATION
PORCH
ELEC.
METER
GAS
METER
#7
DWELLING
F.F. EL. = 12.9'
GARAGE
SLAB
EL.= 10.9'
CONC. APRON
PAVED
DRIVEWAY
DECK
DECK
WWG
8
6
8
6
8
6
8
6
4
SALTMARSH SALTMARSH
IIIIIIIIIIIIII
I
I
IIIIIICB
CB
CB
CB CB
CB
CB
CB
50' BUF
F
E
R
50' BUFFE
R
50' BUFFER
50' BUFFER 50' BU
F
F
E
R
50' BU
F
F
E
R
50' BUFFER
100' B
U
F
F
E
R
100' BUF
F
E
R
100' BUFFER
100' BUFFER
100' BUFFER
100' BU
F
F
E
R
100' BUFFER
100' BUFFER
1010 101010
1010
S 68° 00' 55" E
79.81'S 23° 42' 37" W127.16'N 23° 17' 47" E121.70'N 63° 53' 53" W
70.09'R=170.42'
L=8.87'
5.00'50'SIDEWALK
TOP OF
COASTAL BANK
50' BUFFER
F
R
O
M
T
O
P
OF COASTA
L
B
A
N
K
100' BUFFE
R
F
R
O
M
T
O
P
OF COASTA
L
B
A
N
K
ACEC
ACEC
ACEC ACEC ACEC
ACEC ACEC
ACEC
LIMIT O
F
A.C.E.C
.
LOT 1
9,863 S.F.
PARCEL
319-079
PARCEL
319-065
PARCEL
319-043
PARCEL
318-016EDGE OF CLEARINGPROPOSED GRANITE PATIO 610
S.F. WITH GRAVEL DRIP EDGE
CONNECTED TO DRYWELL
PROPOSED 9' X 12.5' RAISED
PLANTING BEDS
PROPOSED 6' TALL
CEDAR STOCKADE
FENCE
5'
18" TALL STONES SET 12' O.C.
FOR MITIGATION MARKING
ALONG 50' BUFFER
EXISTING TREES TO BE
REMOVED AND REPLACED WITH
ARBORVITIES (DARK AMERICAN)
EXISTING TREES TO BE
REPLACED WITH MAPLE
TREES
EXITING ORNAMENTAL
BUSHES TO BE REPLACED
PROPOSED WALKWAY
166 S.F.
PROPOSED 509 S.F. OF NATIVE
MITIGATION PLANTING. SEE
MITIGATION PLANTING NOTES
D
EXISTING DECK TO BE
CONVERTED TO PATIO
8.2'31.8'20.7'WALKWAYDRYWELL FOR PATIO
DRAINAGE TYP.
PROPOSED ORNAMENTAL
PLANTING BEDS
EXISTING POST & RAIL
FENCE TO BE REMOVED
10'±PROPOSED 6' TALL FENCE
ALONG HARBOR VIEW ROAD
EXISTING CEDAR TO BE PRUNED
PROPOSED PICKET FENCE
TO ENCLOSE YARD
PROPOSED WORK LIMIT FOR
CONSTRUCTION OF THE PATIO
& REMOVAL OF THE DECK
PROPOSED
SPLIT RAIL
FENCE
EXISTING DECK TO BE
REMOVED AND REPLACED
WITH PATIO
PROPOSED
SPLIT RAIL
FENCE
PROPOSED SPLIT RAIL FENCE
50'100'50'D
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.
ANY NEW LAWN AREAS WITHIN LOCAL CONSERVATION JURISDICTION SHALL BE
PLANTED WITH GRASS SPECIES CONSISTING OF FESCUE AND RYES WITH BLUEGRASS
VARIETIES COMPRISING NO MORE THAN 10% OF THE SEED MIX.
IF APPLICABLE, FERTILIZER APPLICATION AND LAWN MAINTENANCE TO BE PERFORMED
IN ACCORDANCE WITH LOCAL REGULATION NITROGEN LOADING/LAWN STANDARDS.
RNDS PRO FLOW-WELL
PLAN VIEW 2.5'7'2'4" PVC INLET
3/4"-1-1/2" DOUBLE
WASHED STONE
FINISH GRADE, VARIES
8" MIN. LOAM COVER
PIPE, S= 1.0%
4" HDPE DRAIN
2'2' INLET
SECTION VIEW
DRY WELL DETAIL
-NOT TO SCALE-
MITIGATION PLANTING NOTES
MITIGATION PLANTING
0 - 50 ' BUFFER
NO INCREASE IN HARDSCAPE
50' - 100' BUFFER
PATIO EXPANSION 378 S.F.
FRONT WALKWAY 75 S.F.
TOTAL 453 S.F.
REQUIRED MITIGATION:
453 S.F. X 3 = 1,359 S.F.
PROPOSED MITIGATION:
509 S.F. OF NATIVE MITIGATION PLANTING. ENTIRETY OF 50' BUFFER ON OUR PROPERTY WILL BE
PLANTED WITH NATIVE SPECIES.
PROPOSED MITIGATION 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.
MITIGATION DEMARCATION BOULDERS TO BE INSTALLED AT TIME OF MITIGATION PLANTING.
AREA BETWEEN PROPOSED PLANTS WILL EITHER BE PLANTED WITH A NATIVE SEED MIX OR LEFT TO
NATURALIZE.
MULCH MAY ONLY BE USED UNDER THE DRIP LINE OF PROPOSED PLANTS.
PROPOSED PLANTINGS INCLUDE: 57 PLANTS TOTAL
BAYBERRY (Myrica pensylvanica) - 25% OF MITIGATION AREA (14 PLANTS)
BEACH PLUM (Prunus maritima) - 25% OF MITIGATION AREA (14 PLANTS)
HIGHBUSH BLUEBERRY (Vaccinium corymbosum) - 25% OF MITIGATION (15 PLANTS)
PURPLE FLOWERING RASPBERRY (Rubus odoratus) - 25% OF MITIGATION AREA (14 PLANTS)
APPLICANT OR APPLICANT'S REPRESENTATIVE SHALL HAVE AN ONSITE MEETING WITH CONSERVATION
AGENT PRIOR TO INSTALLING PLANTS TO REVIEW LOCATION OF SPECIFIC PLANT SPECIES. ANY
CHANGES IN PLANT SPECIES TO BE APPROVED BY CONSERVATION AGENT PRIOR TO INSTALLATION.
PLANTINGS SHALL BE MAINTAINED IN GOOD HEALTH AND SHALL BE REPLACED IN KIND AS NECESSARY
TO PROPERLY ESTABLISH VEGETATION.
PLANTS TO BE MAINTAINED IN GOOD HEALTH AND REPLACED AS NEEDED FOR 3 GROWING SEASONS.
PLANTINGS SHALL BE INSTALLED PRIOR TO COMPLETION OF CONSTRUCTION ACTIVITIES. OWNER
SHALL NOTIFY CONSERVATION AGENT FOR FINAL INSPECTION WITHIN 30 DAYS AFTER ALL PLANTINGS
HAVE BEEN INSTALLED.
6" MINIMUM
BEDDING STONE
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
BARNSTABLE, MASSACHUSETTS 02630
WEST NEWTON, MA 02465
45 RANGELEY ROAD
DANNY CAPASSO
CTR/BT JJF/CTR
JUNE 22, 2026
PROPOSED LANDSCAPE IMPROVEMENTS
MAP 319-066-0
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
7 GEORGE STREET
GEORGE_7_CAPASSO_SP
PROJECT STATISTICS
1.DISTURBANCE WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE:
(INSIDE LIMIT OF WORK) 3,930 S.F.
2.PROPOSED DISTURBANCE WITHIN 0-50' BUFFER AREA: 509 S.F.
2.PROPOSED DISTURBANCE WITHIN 50-100' BUFFER AREA: 3,180 S.F.
NOT TO SCALELOCUS MAP
N
N
NAD 83
LOCUS
0
SCALE:
10 20 40
1"=20'
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
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: RB
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE(ELEV.12) BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO.
25001C0558J, 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.
THIS LOT IS MAPPED ENTIRELY WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE.
THIS LOT IS MAPPED WITHIN THE "OLD KING'S HIGHWAY" HISTORICAL DISTRICT
WIND EXPOSURE CATEGORY: ZONE C
LOT AREA = 9,863 S.F.
DEED REFERENCE: DEED BOOK 37166; PAGE 50
PLAN REFERENCE:PLAN BOOK 9; PAGE 7
OWNER: CRC REALTY INVESTMENT, LLC
49 LEXINGTON STREET
WEST NEWTON, MA 02465
DRIP EDGE AROUND
PROPOSED PATIO
PATIO
PROPOSED STOCKADE FENCE
PROPOSED SPLIT RAIL FENCE