HomeMy WebLinkAboutSD-426-9'IN
ND
FINISHED
GRADE
/-MOUND OVER TRENCH OUND OVER TRENCH
BANK RUN GRAVEL
IF REQUIRED N
ACKFILL TO BE
12" OUMET
470 OUTLET
(
PLACED AND COMPACTED
a
!
l (
_
N ACCORDANCE NTH v LUMBER SHEETING
y
5 -1/4" OPEN RIGHT HYDRANT
_
THE SPECIFICATIONS — IF REQUIRED AND
WITH 6" MECHANICAL JOINT BASE
ADJUSTABLE'
COMPACTED SELECTED--, INSTALLED IN
CONNECTION, TWO HOSE NOZZLES
BACKFILL MATERIAL ACCORDANCE WITH
AND ONE STEAMER NOZZLE
I SPECIFICATIONS
AND COVER
RUSHED STONE 1' -O" MIN.
o
-
BACKFlL LED TO LD.
1500 PSI CONCRETE
SPRING LINE
U)
BACKING AGAINST
UNSUITABLE MATERIAL
UNDISTUR8Efl
)
BELOW NORMAL TRENCH
MATH 6
MATERIAL. SEE
GRADE TO BE REMOVED
a
FT. 1500 PSI
AND BACKFILLED WITH
o
Z
BANK RUN GRAVEL
BLOCK BEARING
VALVE
HARD
CED AGAINST
AREA FOR THE AREA
SHEETING TO BE DRIVEN ---� BOTTOM
2' -0" MINIMUM BELOW
BOTTOM OF UNSUITABLE
MATERIAL
15" MIN. RANDOM LAID STONE NO EXPOSED
CUTS. CAP STONE TO BE FULL
WIDTH OF WALL AND AT LEAST 4"
THICK.
3"
� k
12"
o� MORTARED JOINTS (T?P). RAKE JOINTS 1127.
I 3" WEEP PIPE CENTERED AT LOW POINT ON WALL
si
GRAVEL FILL BELOW AND BEHIND WALL.
i
pQ o
VARI S 6 -i NOTES.-
Q ca�j - BATTER FACE OF WALL AT 3" PER VER77CAL
FOOT.
PLACE STONE AT RIGHT ANGLE TO BATTER LINE.
- CONSTRUCT BASE EQUAL TO 40% OF TOTAL
WALL HEIGHT MINIMUM STONE SITE AS SPECIFIED
NOTE- -STONE WALLS SHALL BE LOCATED AS DEPICTED
USE ON SITE FIELD STONE
MATERIAL FROM WALLS DISPLACED ON PLAN
AS A RESULT OF CON57RUC77ON
AC77WTIES. -ON SITE STONES MAY BE USED FOR WALL
ONLY STAKE TREES SITUATED
ON WINDY SI7ES OR EXPOSED
TO SUBSTAN77AL PEDESTRIAN
TRAFFIC.
CUT AND REMOVE AS MUCH
BURLAP AS POSSIBLE, IF
NON BIODEGRADABLE
REMOVE ENTIRELY. WIRE
BASKETS TO BE REMOVED
EN77REL Y.
CONSTRUCTION IF THEY SA RSFY SIZE AND
FORM SPECIFICAT70N.
f"tEl t) Smyc RfL WAU
(NOT TO SCALE)
CATCH BASIN FRAME & GATE
E.L.LEBARON LK123 OR L.F.
246 -1 OR APPROVED EQUAL
PRUNE ONLY INJURED OR
BROKEN BRANCHES. RETAIN
//// NATURAL FORM OF TREE. DO
NOT 7RIM LEADER. WHEN
° ADJACENT TO A SIDEWALK
PRUNE BRANCHES TO SIX FEET.
2 " -4" LAYER OF MULCH.
KEEP MULCH BACK FROM
TRUNK. TRUNK FLARE TO
REMAIN 1"_2" ABOVE FINISH
GRADE.
EXCAVATE PLAN77NG HOLE TO
A WD 7H THREE 77MES THE
DIAMETER OF THE ROOTBALL
AND A DEPTH EQUAL TO THE
NOTES: HEIGHT.
BACKFILL PLAN77NG HOLE 107H EXISTING SOIL AMENDED AS PLACE ROOTBALL ON
NECESSARY. UNDISTURBED SOIL TO
BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR PREVENT SETTLING.
POCKETS, COMPLETE BACKFILLING AND REPEAT WATERING.
IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT
ROOTS VERTICALLY IN SEVERAL PLACES PRIOR TO PLANTING.
(NOT TO SCALE)
HANDLE FOR
REMOVABLE
INLET TEE
ORIFICE PLATF�
AND HOOD
CRUSHED STONE BACKFILL
PVC BODY- ADS/
NYOPLAST OR EQUAL
__ XXT.'i�Pir l T1
TOP OF GRADE
-GRADE ADJUSTERS
5,. ( 4 "0 PVC PIPE MIN.
15" HIGH w 14" CAP
VARIES
L STORMCEPTOR
INSERT
60 " \pmin.
N07E 2
470 PVC PIPE
CLEANOUT /VENT PIPE
12 0 INLET DOWN
PIPE (REMOVABLE
48'
12" OUMET
470 OUTLET
e
270 INLET DOWN
RISER PIPE
1
5 -1/4" OPEN RIGHT HYDRANT
PIPE (12.5'x14" ELLIPSE)
8"
=ZM Rm QIL =ym am PL.i1N VIEW
NQM
1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE
APPLICABLE.
2 THE COVER SHOULD BE POS17701VED OVER 7HE 470 CLEANOUT /VENT PIPE
J. THE STORMCEPTOR SYSTEM IS PR07FC7ED BY ONE OR MORE OFF THE
FOLLOWNG U.S. PATENTS:
#4985148, #5498331, x+5725760, #5753115, #5849181.
4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SEC77ON WEIGHS
5000 LB)
5. UNIT MANUFACTURED BY CSR, 712 BROADWAY, SU17E 612, KANSAS CITY, MO
64105.
STORMCEPTOR STC 450i
CUT AND REMOVE AS
MUCH BURLAP AS
POSSIBLE, IF NON
BIODEGRADABLE REMOVE
EN77RELY. WIRE BASKETS
TO BE REMOVED EN77RELY.
(NOT TO SCALE)
EEO BLA& 7iiVG
(NOT TO SCALE)
2 " -4" LAYER OF MULCH.
KEEP MULCH 2" BACK FROM
TRUNK. TRUNK FLARE TO
REMAIN 1" -2" ABOVE FINISH
GRADE.
EXCAVATE PLAN77NG HOLE
TO A WIDTH THREE 77MES
THE DIAMETER OF THE
R007BALL AND A DEPTH
EQUAL TO THE HEIGHT.
PLACE 0007BALL ON
UNDISTURBED SOIL TO
PREVENT SETTLING.
11 II
11 II
L L
I L riYPi;ff>L rtLrE
(NOT TO SCALE)
FENCE TO BE
STAINED OPAQUE
WHITE
4 0x4" PRESSURE
TREATED WOOD POST
47x4" PRESSURE
7REATED WOOD RAIL
ROTATED 90' (TYP)
GALVANIZED S7EEL
POST MOUNT
FLAT STONE
D X 6" HYDRANT TEE
OUTLET WITH VALVE
RESTRAINING JOINT
GRAVEL BEDDING
TYf = ti)% ttMT A Y iy 1?Ri4lM
T
(NOT TO SCALE)
PROVIDE THRUST OR CONCRETE
RESTRAINT WITH TIE BLOCK
RODS OR M.J. WITH PROVIDE 7 CU. FT. 112"
RESTRAINED GLANDS TO 1" CRUSHED STONE
OR SCREEkED GRAVEL
TO AT LEAST 6" ABOVE
DRIP DRAIN HOLES
NO TES.
BACKFILL PLANTING HOLE WITH EXIS77NG SOIL AMENDED AS NECESSARY.
BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR POCKETS,
COMPLETE BACKFILLING AND REPEAT WATERING.
IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT ROOTS VERTICALLY
IN SEVERAL PLACES PRIOR TO PLAN77NG
12" LAYER RIP -RAP d50 =6" " v
6" CRUSHED STONE
(NOT TO SCALE)
LEVEL LIP
FIL TER FABRIC
A w s' 7 l
'_'l Ial
REQ= O ERS " u W �04 NORTH SHORE CONSTR UCTTON AND DEVELOPMENT, 171
ELLEN & JOHN A. SHARKEY
13 HAZEL ROAD SCALE.' AS SHOWN DATE. MAY26, 2004
```op�gsnm
LEXINGTON, MASSACHUSETTS
ELIZABETH M. WEISS yy E5 J. �y0
16 ESTABROOK ROAD
L E X I N G T O N , M A S S A C H U S E T T S 1 A S S O C I A T E S , I N C•
fq ., 13 f 981UGH STREET 09 MTLK STREET, SUITE 302
Rf19SJ S �'' DANVERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSETTSfl1S81
TELEPHONE_ (978)739 -9130 TELEPHONE: (508) 871 -7030
1 8116104 PLANNING BOARD COMMENTS RDP CHK'D ii SHEET NO. 9 OF IO PROTECT NO. 8046
_DET NO. DA TE DESCRIPTION BY CHK'D t
MAIN
'
AMERICAN DARLING 8 -84 -8
1
5 -1/4" OPEN RIGHT HYDRANT
WITH 6" MECHANICAL JOINT BASE
ADJUSTABLE'
CONNECTION, TWO HOSE NOZZLES
VALVE BOX
AND ONE STEAMER NOZZLE
AND COVER
i
`� i
I
1500 PSI CONCRETE
BACKING AGAINST
K UP
UNDISTUR8Efl
)
o
MATH 6
MATERIAL. SEE
6" MJt
a
FT. 1500 PSI
TABLE ON THRUST
i
/ GATE
Z
THYDRANT
CRETE
BLOCK BEARING
VALVE
CED AGAINST
AREA FOR THE AREA
OF CONCRETE REQUIRED
ERIARBED
ERIAL
FLAT STONE
D X 6" HYDRANT TEE
OUTLET WITH VALVE
RESTRAINING JOINT
GRAVEL BEDDING
TYf = ti)% ttMT A Y iy 1?Ri4lM
T
(NOT TO SCALE)
PROVIDE THRUST OR CONCRETE
RESTRAINT WITH TIE BLOCK
RODS OR M.J. WITH PROVIDE 7 CU. FT. 112"
RESTRAINED GLANDS TO 1" CRUSHED STONE
OR SCREEkED GRAVEL
TO AT LEAST 6" ABOVE
DRIP DRAIN HOLES
NO TES.
BACKFILL PLANTING HOLE WITH EXIS77NG SOIL AMENDED AS NECESSARY.
BACKFILL HALF THE SOIL AND WATER TO SETTLE OUT AIR POCKETS,
COMPLETE BACKFILLING AND REPEAT WATERING.
IF ROOTS ARE CIRCLING THE ROOTBALL EXTERIOR, CUT ROOTS VERTICALLY
IN SEVERAL PLACES PRIOR TO PLAN77NG
12" LAYER RIP -RAP d50 =6" " v
6" CRUSHED STONE
(NOT TO SCALE)
LEVEL LIP
FIL TER FABRIC
A w s' 7 l
'_'l Ial
REQ= O ERS " u W �04 NORTH SHORE CONSTR UCTTON AND DEVELOPMENT, 171
ELLEN & JOHN A. SHARKEY
13 HAZEL ROAD SCALE.' AS SHOWN DATE. MAY26, 2004
```op�gsnm
LEXINGTON, MASSACHUSETTS
ELIZABETH M. WEISS yy E5 J. �y0
16 ESTABROOK ROAD
L E X I N G T O N , M A S S A C H U S E T T S 1 A S S O C I A T E S , I N C•
fq ., 13 f 981UGH STREET 09 MTLK STREET, SUITE 302
Rf19SJ S �'' DANVERS, MASSACHUSETTS 01923 WESTBOROUGH, MASSACHUSETTSfl1S81
TELEPHONE_ (978)739 -9130 TELEPHONE: (508) 871 -7030
1 8116104 PLANNING BOARD COMMENTS RDP CHK'D ii SHEET NO. 9 OF IO PROTECT NO. 8046
_DET NO. DA TE DESCRIPTION BY CHK'D t