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GE07EX71LE FABRIC TO STABILIZE FOUNDA r
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SET CASTING ASSEMBLY [NEENAH CAST. R -1970
IN CEMENT CONCRETE
COLLAR
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Tip— •.E
COMPACTED GRANULAR
MATERIAL OR
CEMENT CONCRETE
CEMENT CONCRETE
THRUST BLOCK
SECTION END VIEW SECIIUN JUN VIEW
DISTURBED AREA
o
PROTECTED AREA VELOCITY REDUCTION
AND SETTLEMENT ZONE O
0
FLOW
12" FilterMiti•OO,00o-
� � O
NA PAL Gk0UN0. \ \j /� \ /� \/\ d o
18'T �0 -1 w o° FLOW
2 0 o —
PROTECTED DISTURBED
AREA 18'" O AREA
UNION END VIEW ,ANCHOR UNION TOP VIEW
1 "x1 °x36" OAK STAKE
OR
os 2" OR GREATER TREE O
x a DISTURBED AREA OR O
OTHER PRE— EXISTING, O
AREA VELOCITY REDUCTION EQUIVALENTLY
ANCHORED OBJECT. _ a
PROTECTED+iLterMtitt AND SETTLEMENT ZONE z� N a0
GL 6' Min.
TM FLOW Overlap
FiiterMitt �,poe000-
FLOW
18 2 PROTECTED DISTURBED
111 AREA AREA
FilterMitt" COMPONENTS:
I CASING: 100% organic hessian.
OUTSIDE g
FILLER INGREDIENT: FiberRoot Mvich" FitterMitt INSTALLATION-
FILLER
blend of coarse and fine compost and With the newest technology and equipment,
shredded wood. sections can be constructed on site in
Particle sizes: 100% passing a 3" screen; lengths from 1' to 100'.
90 -100% passing a 1" screen; 70 -100%
en can also be delivered to the site
passing a 0.75" screen; 30 -75% passing in lengths hs from 1' to 8'.
a 0.25" screen. n len
Weight: Approx. 850 lbs. /cu.yd. The T
flexibility of allows it to
(Ave. 30 lbs. /(.f.) . conform- to any contour or terrain while
For more information visit: holding a slightly oval shape at 12" high
www.ciroundsc7oesexpress.com by 18" wide.
or contact us at:
Groundsmpes Express, Inc. Where section ends meet, there shall be
P.O. Box 737 an overlap of 6" or greater. Both sides
Wrentham, MA 02093 shall be anchored (oak stakes, trees, etc.)
(508) 384 -7140 to stabilize the union.
(NOT TO SCALE)
4" LOAM &
LIMIT OF TRENCH
EXCAVATiON. PRO WDE
SHEETING AND
SHORING AS REQUIRED.
U77LITY PIPE
"PA VE -TEC" EDGE 8
RESTRAINT
EXTEND SET77NG BED AND
AGGREGATE BASE A MIN OF 8"
BEYOND EDGE OF BRICK PAVERS
4" LOAM & SEED
LIMIT OF TRENCH
EXCAVATION PROVIDE
SHEETING AND
SHORING AS REQUIRED
6" SCH40
SEWER PIPE
PAVED
O ✓s sY. aim +7!*s.
° t
WIDTH= D + 2' -0"
OR 3' -0" MIN.
TYPICAL UTILI TY
7RENCH DETAIL
(NOT TO SCALE)
OR PLANTING AREA
SEE PAVEMENT DETAILS
AND SPECS.
12" SCREENED GRAVEL OVER
PIPE WHEN PVC IS USED
SCREENED GRAVEL TO
MID - DIAMETER WHEN OTHER
THAN PVC PIPE IS USED
BRICK PAVERS W /SAND
SWEPT JOINTS
I" SAND SETTING BED
. I —
' 6" COMPACTED AGGREGATE
a' BASE
PREPARED SUBGRADE
NOTES:
1. PAVERS SHALL BE BELDEN REGIMENTAL
SQUARE EDGE FULL RANGE PAVERS AS
SPECIFIED AND APPROVED BY ARCHITECT.
2 USE "PAVE -TEC" EDGE RESTRAINT WHERE
PAVER ABUTS LAWN OR PLANTING AREA.
BRICK PAVERS
(NOT TO SCALE)
VED i PAVED
12"
SEE PAVEMENT
DETAILS AND
SPECS
MHD M2.01.7
CRUSHED
STONE SPEC.
FOR SEWER
PIPE
WID7H= D + 2' -0"
OR J' -0" MIN.
GRAVITY SEWER TRENCH DETAIL
(NOT TO SCALE)
TON PLANNING BOARD
�Kt1"1q
DATE•
1, _ �ugo a` MM`_ CLERK OF THE TOWN OF LEXINGTON,
MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF
THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED
AND RECORDED AT THE OFFICE AND NO N077CE OF APPEAL WAS
RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID NOTICE
0
M #P.W 1,A6I
TOWN CLERK DATE
hfaM REFER TO STANDARD DETAILS AS
PROVIDED BY THE TOWN OF LEXINGTON
ENGINEERING DEPARTMENT FOR DETAILS NOT
DEPICTED HEREON.
4" LOAM &
LIMIT OF TRENCH
EXCAVATION.PROVIDE
SHEETING AND SHORING
AS REQUIRED. uU.
SCH40+
PVC I I -
DRAIN
PIPE i!
•" a t
seJe Js �.
.oeeesss♦
esoesoeot
>eseoeeo♦
♦esososoa""`�"o�
a r r
di l ,m DETAIL
(NOT TO
JSEE PAVEMENT DETAILS
AND SPECS. CONCRETE POUR
W
MHD M2.01.1 j
CRUSHED STONE SPEC.
TO MIDPOINT OF DRAINPIPE Z
EXISTING
STREET
1" TOP COURSE
2" BINDER COURSE
12" GRAVEL BASE
SUBGRADE
t e�. �:a s ( / a ds►
(NOT TO
4,+ 5't BIT CONC. StDEWALK
a T AJIEL BASE
DRI l 1: Y EN (s Y SEC d 4t.
(NOT TO
SUBGRADE
J u l ,a to .♦ d t L
(NOT TO
17
DUCTILE IRON GRATE
(SEE NOTE 1)
LAWN
THE BACKFILL MATERIAL SHALL BE CRUSHED
STONE OR OTHER GRANULAR MATERIAL MEETING
THE REQUIREMENTS OF CLASS I7 MATERIAL AS
DEFINED IN AS7M D2321. BEDDING & BACKFILL
FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM D2321.
u3 g
INLET & OUTLET ADAPTERS 4"
(SEE NOTE 2) (MIN)
WATERTIGHT JOINT
(SCH 40 PVC SHOWN) EXISTING SOIL
N07ES:
1. GRATES SHALL COMPLY TO H -20 LOADING CAPACITY.
2. STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0' & 180.
CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO
360' DRAINAGE CONNECTION STUB JOINT 77GHTNESS SHALL CONFORM SCH
40 PVC.
3. DRAINAGE CONNECTION STUB JOINT 77GH7NESS SHALL CONFORM TO ASTM
D3212 FOR CORRUGATED HOPE (ADS N- 121HANCOR DUAL WALL)
4. SEE S17E PLAN FOR RIM AND INVERTS
CONCRETE
1" BITUMINOUS CONCRETE
WEARING COURSE
2" BITUM /NOUS CONCRETE
BINDER COURSE
" COMPACTED GRAVEL BASE
1 1/2" TOP COURSE BIT. CONC. BERM -
2 112"' BINDER COURSE
EXIS77NG ROADWAY 6
EXISTING GRAVEL
G.. G .'..'C ...�. .. `.
1 EL�1
EXISTING
SUBGRADE
817UMMW —S BERM DETAIL
(NOT TO SCALE)
REWSIONS
�1 1/ 8/14 NO REVISIONS TO THIS SHEET MAC MJN
DWG. NO. 5554DEF -i9ET NO. DATE DESCRIPTION BY CNK'D
PROP °® f YARD BiA t
l / Q ° . e DRAIN i
Sis ° s ` lD R,
(NOT TO
SHELDON CORP.
TODD CATALDO
121 MARRETT ROAD
LEXINGTON, MA 02421
RECORD 01WER.
FREDERICK A. WITTHUS
495 LOWELL STREET
LEXINGTON, MA 02421
DEED BOOK 55798 PAGE 225
*DENOTES DOCUMENTS RECORDED
AT THE MIDDLESEX SOUTH
REGISTRY OF DEEDS.
495 LOWELL STREET
(ASSESSOR 'S MAP 61 - LOTS 52 & 53)
DEFINITIVE SUBDIVISION
SITE DETAILS
tJ " °PYP�s
LOCATED IN
MICHAEL
LElil.t ♦ LT TOl #, MASSACHUSETTS
a .#.
Nowl
CIVIL w
(MIDDLESEX COUNTY)
No. 50696
PREPARED FOR
`
SHELDON CORPORATION
SCALE: AS NOTED DATE- SEPTEMBER 24, 2013
MERIDIAN
ASSOCIATES
500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302
a '
BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581
�4O 13 ( c
TELEPHONE: (978) 299 -0447 TELEPHONE: (508) 871 -7030
W W W.MERIP."ASSOC.COM
SHEET No. 8 OF 10
PROJECT No. 5554
raraas�r °¢,