HomeMy WebLinkAboutCON-101-6CURBING
STANDARD VALVE BOX AND
COVER IN SIDEWALK (t1HERE
NO PAVED SIDEWALKS EXIST
CURB STOPS AND VALVE BOXES
TO BE INSTALLED IN STREET)
I CORP. STOP
L— CURB STOP...
O
TO BUILDING.- -
SERVICE
TYPE "K' ��CDPPER SERVI
WATER MAIN
TYPICAL COPPER SERVICE CONNECTION
N.T.S.
PROVIDE 5 CUBIC
SELECTED 2' STON
6" ABOVE HYDRANT
HYDRANT PENNANT (florescent orange)
TERMINATE W -6" ABOVE GRADE.
a
n.
0
g
SIZE OF
MAIN (IN)
tA
CAST IRON VALVE 80X OR INDICATOR
POST AS REQUIRED. CENTER OVER
22 1/2'
BEND
r
a
10
VALVE SONNET AND KEEP PLUMB
O
22
16
UNTIL SACKFlLLED.
o
INDICATOR POST AS
PLACE MASONRY BLOCK FRAME UNDER
o
REQUIRED. CENTER OVER
COMPACTED FILL.
' AC NOT
"' ••
`•
F s
REST O
-(Q
TYPICAL GATE VALVE
INSTALLATION IN TRENCH
TYPICAL FIRE
HYDRANT CONNECTION
N.T.S.
TABLE OF BEARING AREAS IN SQUARE FEET AGAINST
UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS
SIZE OF
MAIN (IN)
45'
BEND
TEES &
PLUGS
22 1/2'
BEND
E" & LESS
a
10
6
10" & 12"
22
16
13
o
CONCRETE BACKING FOR WATER PIPE
APPROVED BY:
DATE 4; 1 % - 00
2 -1/2" DIA. GALV.
BOLT PER POST
6 "x to'
2 -.0" (MAX.)
su�
ROADWAY -�\ I
(
L.
TREATED 8 "x 8" POST
8'- 0" O.C.
N.T.S.
STANDARD VALVE BOX
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FINISHED GRADE
"NO COVER "j
0
CAST IRON VALVE BOX OR
'
o
INDICATOR POST AS
(i a
REQUIRED. CENTER OVER
"' ••
`•
F s
VALVE SONNET AND KEEP
�• '.
PLACE MASONRY BLOCK
PLUMB UNTIL BACKALLED.
.•`
0O
FRAME UNDER ACCESS
,
..`'•
I
PIPE ON COMPACTED FIU ,
in
DO NOT REST ON VALVE.
GATE VALVE - LOCATE
'•
ON CONTRACT PLAN
.
..:1..
TIE. ROD
DUCTILE IRON PIPE BRANCH
'•
BUILDING OR OTHER
d''• ;•'
...,
SERVICE.
TEE
SOCKET PIPE CLAMPS.
PUSH ON JOINT)
TIE ROD LENGTH TO BE
ELEVATION
DETERMINED IN FIELD
TYPICAL
SERVICE
BRANCH CONNECTION
r')nU1CO A DnLJ DDLn!'C
I" CHAMFER (TYP.)
POST 8t GUARD RAIL
NOT TO SCALE
f — 18
PLAN VIEW
N. T. S.
177!1t e
SOCKET PIPE CLAMP
PUSH ON JONNTS DUCTILE IRON BRANCH
(4' + 6" SIZE).
® GATE VALVE
a
TIE ROD
TEE DUCTILE IRON. (LENGTH 70 BE
DETERMINED W. THE FIELD)
— MANN PIPE
PLAN
LEBARON LK 123 OR LF 248 -1
CATCH BASIN FRAME AND GRATE
OR APPROVED EQUAL SET IN FULL
MORTAR BED
z- FINISHED GRADE OR PAVEMENT
12- RCP CATCH
BASIN LEAD WITH
MORTARED JOINT -
NOTE:
GREASE TRAP TO
BE E.L. LEBARON
FOUNDARY CO.
L -204 BROOKLYN
STANDARD OR EQUAL
2' -6•
F FRAME TO GRADE
BRICK AND MORTAR
Compacted, well graded cover containing
an even distribution of approximately
10% tines ranging from silt through sand
:RUSHED STONE Woven geotexttie to gravel (96% min. standard Proctor),
i /4" TO 1 1/2" (Amoco 2006 or equiv,)
i6" AROUND ENTIRE Bridge rch
I Min. 4 oz. non -woven filter fabric Pavement - Bridge 18" Irvin.
ERIMETER 48 max.
(not to cover cnanabers
12" INLET FROM
CATCH BASIN
Crushed stone
314" - t -112"
36"
18 feet
CROSS SECTION
INFILTRATION SYSTEM
NOT TO SCALE
END PLUG
SHOULDER
F+
B
_ e
-�- 1 WEARING COURSE
A A 2 2 BINDER COURSE
30"CURVE. SELECTED 3n
(ROTATE AS REQUIRED). MATERIAL.
THOROUGHLY
COMPACTED I
Y - BRANCH o A�
COMPACTED
SCREENED N 12" GRAVEL BASE
GRAVEL 4 "MIN. o Ifl
0- fill
Uil =tAt-
UNDISTURBED 5UBGRADE
MATERIAL -
SECTION B -8
PAVEMENT LIMITS GROUND SURFACE
FOR BUILDING CONNECTIONS
.o
PROVIDE 2 "1 2"
OAK MARKER DEPTH
AS
OIRECTED
PROVIDE SCREEN GRAVEL
TO 1 FT. ABOVE PIPE END
SEWER 2 FT. BEYOND
COLLECTOR
I UNDISTURBED SCREENED GRAVEL
MATERIAL CRADLE -
SECTION A -A
BUILDING SEWER CONNECTION
NOT TO SCALE
N on
CAPE COD BERM
NOT TO SCALE
BIT. CONC. BERM
s
Maximizer
Chamber (typ,)
1 1/2" wearing surface
2" binder course
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ttti' �i I�Ill�flLil;�ltt�li(�1fL
_ IIi�III� '.,fiLlt�%IilLllli_f,°I
. IIIyj1UL °Ilt�111�.'-
0
FINISH
GRADE Existing Subgrade
Provide a minimum of 12 inches of gravel base in
areas of new pavement.
FULL DEPTH. PAVEMENT DETAIL
NTS
I
DATE: REVISION:
OWNER /APPLICANT: LOTS 67168 JAMES STREET
BEVERLY AND RICHARD j (` IN -
TR
10 INGALE
STREET LEXINGTON, MASS.
BURLINGTON, MA 01803
DEFINITIVE
STREET CONSTRUCTION PLAN
Of CONSTRUCTION DETAILS
SCALE: AS SHOWN JUNE 190 1997
CIVIL
FREDERICK W. RUSSELL, PE
�— LE 154 ALDRICH ROAD
WILMINGTON, MA 01887
SHEET 6 OF 6
CONSTRUCMION