HomeMy WebLinkAboutSite plan 1.9.2026VENT
R=5.99
VENT
R=5.96
9.3
7.6
6.6
6.1
6.6
6.3
6.1 5.8
5.66.0
5.8
6.0
6.2
5.9
5.6
5.3
9.4
7.9
7.2
7.0
CBASIN
R=5.22
UP
12"
6.3
6.1
6.16.6
6.5
6.0
6.3
6.0
6.0
6.1
5.8
5.6
6.3
6.6
6.3
5.7
5.3
5.7
5.5
5.9
6.0 5.7
5.8
5.6
5.6
5.5
5.3
5.6
5.85.9
5.4
5.3
4.9
5.0
5.2 4.9
4.6
4.4
4.9
5.5 5.1
4.0
3.8
4.1
4.5
1.7
0.5 -0.2
-0.30.51.22.0
2.0
2.1
1.3 0.3 -0.2
0.00.3
1.31.72.32.5
2.7 2.2 1.4 0.2 -0.2
-0.31.0
1.8
4.5
3.6
3.1 2.8
3.1
4.2
-1.2
1.3
1.6
-1.1
-1.1
-1.1
-1.0
-1.1
-1.1
-1.10.01.4
3.1
2.7 1.1 -0.6 -1.3
-1.2
1.3
1.6
1.2
1.22.2
2.7
2.7
-1.3
-1.3
-1.3
-1.3
1.9
2.0
CBDH
FOUND
CBBRK
FOUND
N 83° 36' 14" E
167'±R=222.33'L=57.00'
N 85° 26' 06" W
159'±PICKET FENCE
PICKET FENCE
6540-11230-1123
4
6
66
6
5789
7
8
9
LOT 13
11,034 S.F.
(BEACH LOT )
LOT 14
LOT 12
LOT 52
COBBLESTONE
APRON
SIGN
SIGN
SIGN
NATURALLY
VEGETATED
NATURALLY
VEGETATED
COASTAL
BEACH
WHEEL STOP
(TYP.)PAVED PARKINGGRANDVIEW DRIVE(40' WIDE - PRIVATE)MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER100' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFER200' BUFFERM.H.W. = 1.5FZFZFZFZFZFZFZFZ FZFZFZ
FZ
FZ & LIMWAFZ & LIMWAFZ & LIMWAFZ & LIMWAFZ & LIMWAFZ &
L
IMWA
FZ &
L
IMWA
F
Z
&
L
IMW
A
F
Z
&
L
IMW
A
100'100' RIVERFRONTAREAFEMA ZONEAE(EL.12')FEMA ZONEAE(EL.11')FEMA ZONE XFEMA ZONEAE(EL.11')BASS RIVER
(TIDAL)
600 GAL. LEACH
BASIN w/ 2' STONE
EXISTING 12 HDPE LEACH CHAMBERS
WITH 2' STONE AROUND &
1' STONE UNDERNEATH
200' RIVERFRONTAREAEDGE OF
PAVEMENTEDGE OF PAVEMENT6.0
x
6.0
x
4.2x
5.0
x
5.5
5.5
x
x
x
4.5
x55.0
x
x
x
5.5
x
6.0
6.0
x
x
x
x
6.5
x
x
6.5
x
6.5
64326' WIDE VEGETATED SWALE
3" TO 6" RIP-RAP OVERFLOW
WITH LEVEL SPREADER
OUTLET
x
POST AND RAIL FENCE TO
DELINEATE BETWEEN SWALE
AND BEACH
AREA OF BEACH NOURISHMENT
APPROX. 7300 S.F. WITH AN
AVERAGE OF 1' DEEP = 270 C.Y. +/-
(AS NEEDED)
WHEEL STOPS TO BE
REMOVED. REPLACE WITH 4"
CAPE COD BERM
MAINTAIN TREE TO
ALLOW 8' CLEARANCE
BELOW
6' WIDEFENCE OPENING
GRASS WALKING ACCESS
x
6.5
x
x
6.5
x
6' WIDE BERM
4' HIGH SAND FENCE
BETWEEN BERM AND BEACH
LOW LOW LOW LOW
LOW
LOW
LOW
LOW
LOW
LOWLOW LOWNOT TO SCALELOCUS MAP
N
N
NAD 8320
SCALE: 1" = 20'
0 50 100
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 SILTATION 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
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.
OHW
HYDRANT
WATER SHUTOFF
CATCH BASIN SQUARE
UTILITY POLE
GUY POLE
GUY WIRE
LIGHT POLE
SIGN
CONIFEROUS TREE
DECIDUOUS TREE
TREE LINE
OVERHEAD WIRES
EXISTING PICKET FENCE
LEGEND
IRON PIPE FOUND
CONCRETE BOUND
IP
CB
STONE BOUNDSB
RC ROD CAP
STAKE & TACK FOUND
PROPOSED SPOT GRADE1X1
BOTTOM OF WALLBW
TOP OF WALLTW
E/T/C
GAS LINEGG
UTILITY LINE
FZ FLOOD ZONE BOUNDARY
D D D STORM DRAIN PIPE
LOCUS
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
26 GRANDVIEW DRIVE
HARBOUR HAVEN ASSOCIATION, INC
MDD JJF
JANUARY 9, 2025
DRAINAGE AND SITE IMPROVEMENT PLAN
MAP 92-18
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
26 GRANDVIEW DRIVE
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.
ZONING DISTRICT: R-40
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE (ELEV. 12)
& AE (ELEV. 11) BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD
INSURANCE RATE MAP NO. 25001C0591J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.
THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED
SPECIES AREA.
WIND EXPOSURE CATEGORY: ZONE C
LOT COVERAGE:
LOT AREA = 11,034 S.F
DEED REFERENCE: DOC 107951
PLAN REFERENCE:LC PLAN 17002B
OWNER: HARBOUR HAVEN ASSOCIATION, INC
51 HARBOR HILL RUN
S. YARMOUTH, MA 02664
PROJECT STATISTICS
1 AREA OF WORK IN LAND SUBJECT TO COASTAL STORM FLOWAGE: 8,378 S.F. +/-
2 COASTAL BEACH - NOURISHMENT AREA 7,300 S.F. +/-
NOURISHMENT VOLUME 270 C.Y.
3 RIVERFRONT AREA - 100' INNER RIPARIAN
(BEACH NOURISHMENT AND SWALE)5793 S.F.
4 RIVERFRONT AREA - 100 - 200' OUTER RIPARIAN ZONE
(BEACH NOURISHMENT,SWALE, BERM)2,585 S.F.
* WORK IN LSCSF AND RIVERFRONT AREAS CONSIST OF BEACH NOURISHMENT, BERM AND OVERFLOW
CONVEYANCE SWALE ONLY
TYPICAL OVERFLOW DRAIN SWALE
NOT TO SCALE
4" LAYER OF LOAM
6' WIDE VEGETATED OVERFLOW DRAIN SWALE
2' WIDE FLAT BOTTOM6"TYPICAL EARTH BERM
NOT TO SCALE
6' WIDE EARTHEN BERM
4" - 7"EXISTING PAVEMENT
(TO REMAIN)
PROPOSED 4" CAPE
COD BERM
MATCH ELEVATION TO
PROPOSED BEACH
SAND
PROPOSED EARTH
BERM
TOP OF BERM EL=6.5
OVERFLOW SPILLWAY EL=6.0
OVERFLOW WEIR
NOT TO SCALE
4' WIDE RIP-RAP OVERFLOW OUTLET
TOP OF BERM EL=6.5
3" LAYER OF 3" TO 6" RIP-RAP AT
OVERFLOW OUTLET
FILTER FABRIC
FILTER FABRIC
ELEV = 6.5
12" HIGH X 6' WIDE LEVEL SPREADER
CURB FOR EQUAL OVERFLOW OUTLET
2'
TOP ELEV = 6.5
4' HIGH NATURAL
WOOD SAND/SNOW
FENCE
SEE PLANTING
DETAIL FOR PLANT
TYPE AND SPACING
SEED WITH ERNST
MEADOW MIX
SEE PLANTING
DETAIL FOR PLANT
TYPE AND SPACING
FILTER FABRIC
OVERFLOW FROM PARKING AREA
STONE STONE CHECKX
X
X
XX
X
XX
X X
PLAN VIEW
TO BE RAISED 2"
"X" DESIGNATES STONE
6" - 4" DIA. STONE (TYP.)
SCALE: 1/2" = 1'-0"
SECTION A-A
TYPICAL STONE SPLASH PAD/OUTLET PROTECTIONAA OR OUTLET PIP
E
STONE SPLASH
STONE SPLASH TO REACHBASIN
PAVED SWALE
USE CHINK STONES
TO FILL GAPS
4" TO 6" TRAP ROCK TO
LINE BOTTOM OF
FOREBAY AREA.
EXTEND PAVED
WATERWAY 24" OVER
RIPRAP
OVERFLOW WEIR
OVERFLOW WEIR
PLANTING NOTES
PROPOSED BERM AND SWALE 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:
BERM PLANTINGS:
LITTLE BLUESTEM (Schizachyrium Scoparium), SWITCHGRASS (Panicum Virgatum) - 50% OF
BERM AREA
SWEET PEPPERBUSH (Clethra alnifolia), INKBERRY (Ilex glabra compacta), AND WINTERBERRY
(Ilex verticillata) - 50% OF BERM AREA.
SWALE PLANTINGS:
BLUE FLAG IRIS (Iris Versicolor), INKBERRY (Ilex glabra compacta), MARSH MARIGOLD (Caltha
Palustris), SWITCHGRASS (Panicum Virgatum)
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.
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.
THE FENCING IS TO SERVE AS DEMARCATION BETWEEN VEGETATED BERM/SWALE AND
THE BEACH/NOURISHMENT AREA. GROUND SPREADING VEGETATION
GROWING/SPROUTING FROM BEYOND THE FENCE INTO THE BEACH AREA TO BE
MAINTAINED/REMOVED AS NEEDED.
SWALE TO TO BE
SEEDED WITH
ERNST RETENTION
BASIN FLOOR MIX
4" LAYER OF LOAM
PROJECT PHASING
PHASE 1: TO BE INSTALLED AND MONITORED FOR PERFORMANCE
1.BUILD EARTHEN BERM ALONG PARKING AREA
2.LOAM AND SEED BERM AND INSTALL REQUIRED PLANTINGS
3.INSTALL SAND FENCE FENCE
4.INSTALL POST AND RAIL FENCE
5.INSTALL CAPE COD BERM ALONG PARKING AREA
PHASE 2: TO BE INSTALLED IF REQUIRED
1.INSTALL CONCRETE WEIR OUTLET
2.INSTALL RIP-RAP OUTLET PROTECTION
3.INSTALL SWALE
4.LOAM AND SEED SWALE AND INSTALL REQUIRED PLANTINGS.
BEACH NOURISHMENT (NOT PHASED) TO BE PERFORMED ON AN AS NEEDED BASIS TO THE
ELEVATIONS SHOWN ON THE PLAN.
COMMON FILL TO BE
USED FOR BERM
BEACH AREA
POST AND RAIL
FENCE TO
DEMARCATE SWALE
POST AND RAIL
FENCE