HomeMy WebLinkAboutSD-458-5W
N
PLAN VIEW -
rte, F6•
SECTION A -A VIEW
/-12' DIA PIPE, (WTLET)
ASBESTOS CEMENT PIPE
91' -0
OF 5AL< TO 6E
SECTION A -A VIEW
/-12' DIA PIPE, (WTLET)
�-3-0`- -I
SECTION SIDE. VIEW SECTION B -8 NEW
BAFFLE WALL DETAIL
IA
NOTES:
1. CONCRETE: 4;000 PSI MINIMUM AMR 26 DAYS.
2. ALL REINFORCEMENT PER ASTM C1227 -93:
3. DESIGNED FOR H -20 LOADING. SEDIMENT & OIL SEPARATOR
4. TONGUE AND GROOVE JOINT SEALED WITH SUIYL RESIN. 1500 GALLON TANK
CONCRETE SETTLING BASIN
(NOT TO SCALE)
4" LOAM AND
SEED (TYP)
ini
1 /4 " /FT.
40' LAYOUT
F-
ASBESTOS CEMENT PIPE
CB
OF 5AL< TO 6E
CLDI
3'1
DH
DRILL HOLE
0
_
2 $TAKES'PER TREE-MM Lis. -aa- -*
FND
+
HYD !
N
5' LONS 2" X 4' NORTHERN-
INVERT
IP
IRON PIPE
READI .:' VIS6LE
24' DIA
INSPECTION COVER
3'
POLYVINYL CHLORIDE PIPE
4' 1 -p�
SEE NOTE ��4
der
' 4' -,
20" DIAMETER
INSPECTION COVER
S
SLOPE
t
djgl
WV
WATER VALVE
5" AWAY FROM TRUNK
TIGHTEN TO- V6'RTICAL W:T*I
�-3-0`- -I
SECTION SIDE. VIEW SECTION B -8 NEW
BAFFLE WALL DETAIL
IA
NOTES:
1. CONCRETE: 4;000 PSI MINIMUM AMR 26 DAYS.
2. ALL REINFORCEMENT PER ASTM C1227 -93:
3. DESIGNED FOR H -20 LOADING. SEDIMENT & OIL SEPARATOR
4. TONGUE AND GROOVE JOINT SEALED WITH SUIYL RESIN. 1500 GALLON TANK
CONCRETE SETTLING BASIN
(NOT TO SCALE)
4" LOAM AND
SEED (TYP)
ini
1 /4 " /FT.
40' LAYOUT
F-
ASBESTOS CEMENT PIPE
CB
OF 5AL< TO 6E
CLDI
r
DH
DRILL HOLE
AWV` %FINISH90 3RACE,
_
2 $TAKES'PER TREE-MM Lis. -aa- -*
FND
FOUND
HYD !
TRUFtK FLARE 5HALL 5-
5' LONS 2" X 4' NORTHERN-
INVERT
IP
IRON PIPE
READI .:' VIS6LE
24' DIA
INSPECTION COVER
PVC
POLYVINYL CHLORIDE PIPE
R
5" DEPTH; COMPACTED
C>RIVEN AT S:.IAHT AN6L6:
20" DIAMETER
INSPECTION COVER
S
SLOPE
t
djgl
WV
WATER VALVE
5" AWAY FROM TRUNK
TIGHTEN TO- V6'RTICAL W:T*I
1 1
FORt`?4" HtbH SOF5OIL
4' OF 2' DI
TRVNK.�
PLAN VIEW
EL. =225.0
SAUGBR
2' OF 2' DIAM.
CRUSHED CRUSHED STONE
-FLARE
CRUSHED STONE
TOF501L
'14"
PLAN VIEW
Nb ! NAM ✓ *:7ED SOIL
�` "
EL.= 223.00
'I �
' �
'•
(4> 6' DIA INLET
90 DEGREES APART
PROM P,-ANTINb PiT.
ELEV= 235.0±
6' TOP
o
°DODO°
PLACE ORI&N'AL
oo
®000
SU65OIL FIRS THEN
4' O
u
O
Oo a.
l�J
o..
F=7
F=7 F=---1 1�f I
0
9
ROdT6ALl
YAR.65
.NO-ADD.FZR-1WZ!IR-
OR COMPACTED PILL{ '`.-"'— —'� "_.
�o
REMOVE TOP 12' - 16"
5 X DIA Or P OT5ALL
OF WIRE 5A$Y.€T OR
VNI.EaS DINERW!5E °..FEC;FIIED BY ARrkITECT
ALL V1516L£ ROPE ANL>
"I.AP BEFORE
0
OOOOOOO.J
0
0
0 0
0
0
3 "_6"
❑
SCI
p
a p
009:
p
9 A" STAKES. bUYWI`ZES, ANP TIE5 TO 6E REMOVt'p APTER THE FIRST YEAR OF bRAWT�.
UNLESS OTHERWISE SPEGIFIBD BY THE ARCHITECT-
$. WATER THOROL4HLY AATER INSTALLATION: AT RATE OF 3 -5 &AL.ONSIINGH CALIPER.
'. O
O
OO
O O.
O
O ,.•
S2
DRAIN HOLES 9 "X4"
TO 6 "X2"
TAPER
ELEV = 230.5±
DRAIN
HOLES T TO P U2` DIA TAPER
18'
CT ION VIEW
NOTES:
NOTES:
SECTION VIEW
EL. = 218.00
1. CONCRETE: 5,000 PSI MINIMUM
AFTER 26 DAYS.
1. CONCRETE: 4,000 PSI: MINIMUM AFTER
28 DAYS.
2. DESIGNED FOR H -20 LOADING,
1 TO 5 FEET OF COVER.
2. CAPACITY INCREASES IN INCREMENTS OF 500 GALLONS
FOR EACH 3' SECTION ADDED.
DRY
WELL CYLINDRICAL
500 GALLON.
ROADWAY DRYWELL DETAIL
NTS
4" LOAM AND
SEED (TYP)
10'
I " /FT. I OR
LESS
1 1/2" CLASS I BIT CONC. PAVEMENT SURFACE 1 COURSE
2" CLASS I BIT CONC BASE 1 COURSE
12 GRAVEL BORROW
TYPICAL ROADWAY SECTION
NTS
I,________________ _ CLERK OF THE
TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT
THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON
PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT
THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED
DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
RECORDING OF SAID NOTICE.
TOWN CLERK
DATE
3. COVER AVAILABLE IN H-20 LOADING.
LOT 1 DRYWELL DETAIL
NTS
po ioT c;1'r
OR DAMAGE PLEADER
SET PWM5
STAK° WITH KIM
FLEX15i,E TIE MATE!BiA tZ
_ TO 5E RE"(G\ eCi AFTER
FIRST YEAR OF SROWTH
solly's Way
LACONIA STREET, LEXINGTON
APPROVED BY:
LEXINGTON PLANNING BOARD
DATE
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A COVENANT DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
AND RECORDED HEREWITH
LEGEND:
AC
ASBESTOS CEMENT PIPE
CB
OF 5AL< TO 6E
CLDI
r
DH
DRILL HOLE
AWV` %FINISH90 3RACE,
_
2 $TAKES'PER TREE-MM Lis. -aa- -*
FND
FOUND
HYD !
TRUFtK FLARE 5HALL 5-
5' LONS 2" X 4' NORTHERN-
INVERT
IP
IRON PIPE
READI .:' VIS6LE
IVHITE CBGAR'STAKcS
PVC
POLYVINYL CHLORIDE PIPE
R
5" DEPTH; COMPACTED
C>RIVEN AT S:.IAHT AN6L6:
REINFORCED CONCRETE PIPE
S
SLOPE
SARIS Y" H.. <EEQ
CLEAR OF THE ROOTPALL::.
WV
WATER VALVE
5" AWAY FROM TRUNK
TIGHTEN TO- V6'RTICAL W:T*I
FORt`?4" HtbH SOF5OIL
W!p6, FLf.'X.BLE TIE MATERIAL
TRVNK.�
SAUGBR
-FLARE
TOF501L
BACKPILL
Nb ! NAM ✓ *:7ED SOIL
REMOVED
PROM P,-ANTINb PiT.
PLACE ORI&N'AL
SU65OIL FIRS THEN
TOP50.L, SE B =AOH.
LIFT WITH. WAT$4t 00
tlNPi$TUR6E�'SUEI WE
ROdT6ALl
YAR.65
.NO-ADD.FZR-1WZ!IR-
OR COMPACTED PILL{ '`.-"'— —'� "_.
REMOVE TOP 12' - 16"
5 X DIA Or P OT5ALL
OF WIRE 5A$Y.€T OR
VNI.EaS DINERW!5E °..FEC;FIIED BY ARrkITECT
ALL V1516L£ ROPE ANL>
"I.AP BEFORE
$ACICPI}Lf -KO
NOTES:
t. *REE SHALL $° "ARiGED ON ITS: I+IORTH.FAGINS 51DE AT Rt'.IR5ERY.. TRLE SHALL BE PLANTEp
W!TH, OR!bNAL KORTt'71`h4446 EIDB PAOINS NORTH ON -SITE.
t3pMOVE AND S°FAItATE TOPS016 AND 5VOE011- FROM PLANT1NC, HOLE FOR 1.415 1
2.
DACKFILL A$ NOTE✓.ABOV9.
5. IF ROOTSA.LL 15 FACKAGED IN "PLASTIC- IBURLAF" OR TREATED SVRLAF, REMOVE 6URLAF
GCMFt- �TELY:
4, p0 NOT CAMAbE MAIN ROOTS.O*- ROOT BALt- WHEN INSTALLkNG TREE 5TA!c6.
9 A" STAKES. bUYWI`ZES, ANP TIE5 TO 6E REMOVt'p APTER THE FIRST YEAR OF bRAWT�.
UNLESS OTHERWISE SPEGIFIBD BY THE ARCHITECT-
$. WATER THOROL4HLY AATER INSTALLATION: AT RATE OF 3 -5 &AL.ONSIINGH CALIPER.
solly's Way
LACONIA STREET, LEXINGTON
APPROVED BY:
LEXINGTON PLANNING BOARD
DATE
IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A COVENANT DATED
AND RECORDED HEREWITH
IN ACCORDANCE WITH A SPECIAL PERMIT DATED
AND RECORDED HEREWITH
LEGEND:
AC
ASBESTOS CEMENT PIPE
CB
CATCH BASIN
CLDI
CEMENT LINED DUCTILE IRON PIPE
DH
DRILL HOLE
DMH
DRAIN MANHOLE
FND
FOUND
HYD !
HYDRANT
I
INVERT
IP
IRON PIPE
L
LENGTH
PVC
POLYVINYL CHLORIDE PIPE
R
RIM
RCP
REINFORCED CONCRETE PIPE
S
SLOPE
SB
STONE BOUND
WV
WATER VALVE
DEFINITIVE SUBDIVISION PLAN
Construction Details',
Plan
OWNER(S):
LISA TANNER & GREG NAHIGIAN
24 FREEMONT STREET, LEXINGTON, MA 02173
PROJECT TEAM:
FREDERICK W. RUSSELL, PE ENGINEER
154 ALDRICH ROAD, ;WILMINGTON, MA 01887
JAMES R. KEENAN, PLS SURVEYOR
8 WINCHESTER PLACE, WINCHESTER, MA 01890
GRAPHIC SCALE
SCALE: AS SHOWN
( IN FEET )
1 inch = 30 ft.
DATE: MAY 5, 2005 ^ SHEET N0. 6
SD