HomeMy WebLinkAbout277 Whites Path - Site Plan 2ASSESSORS MAP 99
PARCEL 31
ASSESSORS MAP 99
PARCEL 32
ASSESSORS MAP 99
PARCEL 33
P44* A^ -
ASSESSORS MAP 99
PARCEL 34
ZONING DISTRICT B3
SETBACKS: FRONT - 30'
SIDE - 10'
REAR - 30'
0
KEY MAP
NO SCALE
YARMOUTH, MA
OASTAL
NGINEERING
OMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
-91
O
4 19L POLY OVER A C LAYER
OF 1/8' M 1/2' STONE
()Ry AN ( N4T€S
1. THE DRAINAGE DESIGN IS BASED UPON A 25 YEAR STORM EVENT, USING NRCS
a PLAN REFERENCES:
UNIT HYDROGRAPH METHOD AND INTEWSOLVE HYDROCAD SOFTWARE
ROOF DRAIN COLLECTOR
PRECAST
2 LEACHING BASINS MUST BE SET IN CLEAN NATURALLY OCCURRING SAND (NOT
R 6�G
3/4' TO 1 i/2'
FILL). BOTTOM OF LEACHING BASINS MUST BE SET 6'-0' (MIN.) INTO CLEAN SAND
o
ASSESSORS MAP 109, PARCEL 1
DOUBLED WASHED STONE
STRATA
io
in
3. ROOF RUNOFF FROM NEW BUILDING SHALL BE PIPED TO DRYWELLS WITH 6"
1
ADS -N-12 HDPE PIPE.
3'-0" 6r—O"
PLAN BOOK 193, PAGE 63
4. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION
CONTROL AND SHALL PROTECT THE NEW DRYWELL AND EXCISING DRAINAGE
DEED BOOK 3889, PAGE 134
STRUCTURES FROM FOULING UNITL COMPLETION OF PAYING AND ESTABLISHMENT OF
8
12�
VEGETATIVE GROUND COVER.
N
O
O
PLAN OF LAND IN YARMOUTH, MA.
b
SECTION
THROUGH ROOF
DRAIN DRYWELL
PREPARED FOR: LOUIS MC KNIGHT PLAN DONE
NO SCALE
¢� BY: BSC, CAPE COD SURVEY CONSULTANTS
DIVISION OF BOSTON SURVEY CONSULTANTS
INC. 76 ENTERPRISE ROAD, HYANNIS, MA.
DATED: FEBRUARY 2, 1984
FLOOD NOTE:
FLOOD ZONE C AS SHOWN ON FEMA FIRM
PANEL #250015 0002 D REVISED JULY 2,
o
1992
DATUM NOTE:
z
ELEVATIONS SHOWN HEREON ARE BASED
SEAL
om
ON THE NATIONAL GEODETIC VERTICAL
q
DATUM (NGVD)
,..,...,,... \ j � `ECFV. � 1 t ,
ED / I ` \ x33.8 I f , , LEGEND
l I \ /x28.9 I I I
�.. I BRICK AREA \ I _ // x30 / / I I EXIS71N
3 I CATCH BASIN x33.7 \ / /
I -RIM EL = 33.Ot MASONARY\ROCK x34.6 _ / 1 x32.6 I / i i
■ BOUND
UP #27 x34.,$ WALL DISPLlY _ / CATCH BASIN APRDX. - HENS '" 1 x34.8
RIM EL = 32.9f LDC. x337 EOOE OF 4P i I / // / ® CATCH BASIN
wv! — I MASONARY DRAINAGE
BRICK WALL (TYP') L �Q x--- —fix / ® MANHOLE
w M NT liGRAVEL W BERM / �r -x 36— —
34.9 /ROCK .ARE�'3rx % \\ �x r
/
/ cv
WALL
x30.6 // x32.5 m GAS VALVE
wvx35.4 WATER VALVE
x34.6 \��/--/ / J------��\ \ \ N 1212'20" Wx37.4 \ \ \`-----32-�� i/ HYDRANT
"v - - - - - - - ---- \J 638.27' //
BENCHMARK - BOLT OYER —86— - - - - - - - - - ! ® ELECTRIC METER
— k36.1 x36.5 \ \
MAIN DISCHARGE x37.4 -
ELEV. = 36.34 (NG.V.D.) \- - - - - -
--3a------- --
X36.3 � MISC. SIGN
DG 0 PAVEMENT W BERM /
ASSESSORS MAP 109 -0- UTILITY POLE
PARCEL 2 35.3 4 GUY POLE
36.3
—< GUY WIRE
—•— — CHAIN LINK FENCE
I -
-10- - CONTOUR
26' DIA. HEAVY DUTI CAST IRON FRAME &
COVER TO FINISH GRADE
PRECAST OINC. RISERS
FINISH GRADE W/ SEALED JOINTS
PLAN
I Inch = 30 fL
YARMOUTH WATER DEPT.
99 BUCK IS D ROAD
WEST YARMOLrYIH, MA 02673
I HEREBY CERTIFY THAT THE CONDITIONS
SHOWN HEREON ARE,,LO.CATED AS THEY
EXIST ON THE
PROPOSED
FG=35.1 SPOT GRADE
.`ry t;cz+v"`«ik
GlFr I
�' fit6�6 t�}i16D6 ZCH,
1146 ROUTE 28 {
SOUTH YARMOUTH, MA 02664
SCALE
1"=30'
DRAWING FILE
C16603.dwg
DATE
11-1-05
DRA WN BY
MAP
CHECKED BY
h
O
0
c SDsl
OF -L SHEETS
o PROJECT NO.
=C16603.00
U
4 19L POLY OVER A C LAYER
OF 1/8' M 1/2' STONE
()Ry AN ( N4T€S
1. THE DRAINAGE DESIGN IS BASED UPON A 25 YEAR STORM EVENT, USING NRCS
6' DIA ADS N-12 HDPE
UNIT HYDROGRAPH METHOD AND INTEWSOLVE HYDROCAD SOFTWARE
ROOF DRAIN COLLECTOR
PRECAST
2 LEACHING BASINS MUST BE SET IN CLEAN NATURALLY OCCURRING SAND (NOT
R 6�G
3/4' TO 1 i/2'
FILL). BOTTOM OF LEACHING BASINS MUST BE SET 6'-0' (MIN.) INTO CLEAN SAND
�j
H-20
DOUBLED WASHED STONE
STRATA
io
in
3. ROOF RUNOFF FROM NEW BUILDING SHALL BE PIPED TO DRYWELLS WITH 6"
ADS -N-12 HDPE PIPE.
3'-0" 6r—O"
3'—O"
4. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION
CONTROL AND SHALL PROTECT THE NEW DRYWELL AND EXCISING DRAINAGE
STRUCTURES FROM FOULING UNITL COMPLETION OF PAYING AND ESTABLISHMENT OF
8
12�
VEGETATIVE GROUND COVER.
N
O
O
b
SECTION
THROUGH ROOF
DRAIN DRYWELL
0
m
NO SCALE
YARMOUTH WATER DEPT.
99 BUCK IS D ROAD
WEST YARMOLrYIH, MA 02673
I HEREBY CERTIFY THAT THE CONDITIONS
SHOWN HEREON ARE,,LO.CATED AS THEY
EXIST ON THE
PROPOSED
FG=35.1 SPOT GRADE
.`ry t;cz+v"`«ik
GlFr I
�' fit6�6 t�}i16D6 ZCH,
1146 ROUTE 28 {
SOUTH YARMOUTH, MA 02664
SCALE
1"=30'
DRAWING FILE
C16603.dwg
DATE
11-1-05
DRA WN BY
MAP
CHECKED BY
h
O
0
c SDsl
OF -L SHEETS
o PROJECT NO.
=C16603.00
U