HomeMy WebLinkAboutGRANDVIEW_26 HARBORHAVEN_SPVENT
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
=
2
2
2
.
3
3
'
L
=
5
7
.
0
0
'
N 85° 26' 06" W
159'±PICKET FENCE
PICKET FENCE
6
5
4
0 -
1
123
0 -1
1
2
3
4
6
6
6
6
5
7
8
9
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.)
P
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M
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W
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10
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BASS RIVER
(TIDAL)
600 GAL. LEACH
BASIN w/ 2' STONE
12 HDPE LEACH CHAMBERS
WITH 2' STONE AROUND &
1' STONE UNDERNEATH
20
0
'
R
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6.0
x
6.0
x
4.2x
5.0
x
5.5
5.5
x
x
x
4.5
x
5
5.0
x
x
x
5.5
x
6.0
6.0
x
x
x
x
6.5
x
x
6.5
x
6.5
6
4 3 2
3/4" TO 1 1/2" NATIVE STONE
OVERFLOW CONVEYANCE
SWALE
3" TO 6" RIP-RAP
3" TO 6" RIP-RAP OVERFLOW
WITH LEVEL SPREADER
OUTLET
3/4" TO 1 1/2" NATIVE STONE
OVERFLOW CONVEYANCE
SWALE
x
USE LARGER RIPRAP
STONES ALONG EDGE
TO CREATE A BORDER
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 3"
CAPE COD BERM
MAINTAIN TREE TO
ALLOW 8' CLEARANCE
BELOW
FENCE OPENING TO BE
RELOCATED TO NORTH
EDGE
x
6.5
x
x
6.5
x
6' WIDE BERM
NOT TO SCALELOCUS MAP
N
N
NA
D
8
3
20
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
SEPTEMBER 29, 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
26 GRANDVIEW DRIVE
YARMOUTH, MA 02664
PROJECT STATISTICS
1.AREA OF WORK IN LAND SUBJECT TO COASTAL STORM FLOWAGE: 7,500 S.F. +/- *
* WORK IN LSCSF CONSISTS OF BEACH NOURISHMENT, BERM AND OVERFLOW CONVEYANCE SWALE
ONLY
TYPICAL OVERFLOW DRAIN SWALE
NOT TO SCALE
3" MINIMUM LAYER OF NATIVE STONE
USE 3/4" TO 1 1/2" STONE OR 3" TO 6"
RIP-RAP, AS NOTED IN PLAN VIEW
6' WIDE STONE LINED OVERFLOW DRAIN SWALE
2' WIDE FLAT BOTTOM6"
TYPICAL EARTH BERM
NOT TO SCALE
6' WIDE EARTHEN BERM
6"
EXISTING PAVEMENT
(TO REMAIN)
PROPOSED CAPE
COD BERM MATCH ELEVATION TO
PROPOSED BEACH
SAND
PROPOSED SAND
BERM
TOP OF BERM EL=6.5
OVERFLOW SPILLWAY EL=6.0
OVERFLOW OUTLET
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
DRA
F
T
FILTER FABRIC
FILTER FABRIC
ELEV = 6.5
12" HIGH X 6' WIDE LEVEL SPREADER
CURB FOR EQUAL OVERFLOW OUTLET
RIP-RAP
EDGING