HomeMy WebLinkAboutSD-472-6CURB BOX SLEEVE SET
TO GRADE AFTER 2'_0"
CONSTRUCTION gOX TO
FINISH GRADE PROPERTY LINE
z
1" TYPE K COPPER TUBING
(ONE CONTINUOUS SECTION)
�Y MIN. 6" LOOP
---------
48" DIA.
(MIN)
TOWN OF LEXINGTON, MASSACHUSETTS HEREBY
CERTIFY THAT
CAP END OF
0
PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT
THIS OFFICE AND NO NOTICE OF APPEAL
WAS RECEIVED
"THE EUMINA TOR"
(OR APPROVED
EQUAL)
TUBING
~'CORPORk BON SOP
kAAtA-
S
DATE
48"
MIN.
CURB STOP
2' -0"
_ m°-
SERVICE SADDLE. DRESSER
FLAT STONE OR
STYLE 91 OR 195 OR EQUAL
CONCRETE PAD
APPROVED EQUAL BY PUBLIC
WORKS DEPARTMENT
m
m''
�• 3 +00
NOT TO SCALE
NOTES:
1. BACKFILL SHALL BE NATIVE MATERIAL
COMPACTED TO A DENSITY OF NOT LESS THAN
90% RELATIVE COMPACTION.
2. SPECIAL ATTENTION MUST BE GIVEN TO
BACKFILL AROUND WATER MAIN AND UNDER
SERVICE PIPE.
SADDLE FOR EXISTING SEWER
OR WYE FOR NEW SEWER PROPERTY LINE
17 MIN SLOPE
\ 6" SDR -35 PVC
SEWER SERVICE
6„ SDR-35 45° BEND
a
® e
LANDSCAPED AREAS PAVED STREETS
6" LOAM 1 -1/2" SURFACE COURSE
& SEED 2 -112" BINDER COURSE
EXISTING PAVEMENT MATCHING
�---- -. DETAIL FOR EXISTING
GROUND
PAVED STREETS
1 1/2" WEARIN
2 1/2" BINDER COURSE
s_ la s L wi A Lu' I_
a
1111110 a
12" GRAVEL
GRAVEL BASE
24" CONE
ORDINARY GRANULAR SECTION
FILL MATERIAL (6"
MINUS) MECHANICALLY
COMPACTED IN 12" LIFTS RISER SECTIO,
,IN — HEIGHTS VAR'
PIPE BEDDING Y TO 4'
12T7 (SEE NOTE 1)
1 RISER SEC7701
HEIGHTS VAR
g" 1' TO 4'
TYPICAL TRENCH 5EC77ON
NOT TO SCALE
NOTES.
PIPE BEDDING MATERIAL TO BE AS FOLLOWS:
• FOR CLDI WATER MAINS USE SAND
• FOR PVC AND CPR PIPING USE 314" CRUSHED STONE
• FOR RCP USE SUITABLE GRANULAR FILL (2" MINUS)
,.�aDE
fails /Ial��!SI•i
MONOLITHIC
BASE SECTIOA
1' TO 5'
STANDARD MASSACHUSETTS
DPW CATCH BASIN FRAME
& GRA 7E.
SLOPE GRATE TO MATCH
CROSS SLOPE OF ROAD.
---------
48" DIA.
(MIN)
TOWN OF LEXINGTON, MASSACHUSETTS HEREBY
CERTIFY THAT
Ll
BY THE LEXINGTON
PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT
THIS OFFICE AND NO NOTICE OF APPEAL
WAS RECEIVED
"THE EUMINA TOR"
(OR APPROVED
EQUAL)
RECORDING OF SAID OTICE.
IS
kAAtA-
S
DATE
48"
MIN.
_ m°-
+00.
m
m''
�• 3 +00
_ T
V _
—
(UNIMPROVED)
SEWER
—
LIMIT OF
WOR
19'90 W
i or
Qo
...........
4
,
4 0.0
. •
4' CHAIN LINK FENCE
PROP. PIN OAK
d
(2)
0
- - - -55 —
— — —
LOT 2
0,
ct. O
TRUSTEES OF THE ELEANO
• O
MCLAUGHL /N FAMIL Y
T ST
O
O
LOT 169
p. CX3
I-- :ur)
LOT 3
LEILA
LO
000± S. F
LOT 2
N/F
EDNA STREET, LLC
6' '•
LOTS 574, 575, 576,
TRUSTEES OF THE E EANOR
T
LOT 168
. • .°
LQJFS 574,
575,
MCLAUGHL FAMI
Y TRUST
'
.
N21 °99 10 "W
LEILA M. PAOME
OT 169
80.00' —
s_ la s L wi A Lu' I_
a
1111110 a
12" GRAVEL
GRAVEL BASE
24" CONE
ORDINARY GRANULAR SECTION
FILL MATERIAL (6"
MINUS) MECHANICALLY
COMPACTED IN 12" LIFTS RISER SECTIO,
,IN — HEIGHTS VAR'
PIPE BEDDING Y TO 4'
12T7 (SEE NOTE 1)
1 RISER SEC7701
HEIGHTS VAR
g" 1' TO 4'
TYPICAL TRENCH 5EC77ON
NOT TO SCALE
NOTES.
PIPE BEDDING MATERIAL TO BE AS FOLLOWS:
• FOR CLDI WATER MAINS USE SAND
• FOR PVC AND CPR PIPING USE 314" CRUSHED STONE
• FOR RCP USE SUITABLE GRANULAR FILL (2" MINUS)
,.�aDE
fails /Ial��!SI•i
MONOLITHIC
BASE SECTIOA
1' TO 5'
STANDARD MASSACHUSETTS
DPW CATCH BASIN FRAME
& GRA 7E.
SLOPE GRATE TO MATCH
CROSS SLOPE OF ROAD.
MORTAR IN PLACE
USE ONLY HARDENED
SEWER BRICK &
MORTAR FOR GRADE
ADJUSTMENT
2RC0 RSES BELOW THE 13. 0
FRAME
NOT TO SCALE
EDNA IS
umper Leading Edge
• 2 +00 O. 3 +00 _►
rr coroc O de Edge Front Tire
9 (UNIMPROVED)
• • . . • • . • , • • ,
Qos / So 19 1 i
LIMIT OF WOR
• •, • / O • • • 4 C • • LINK FENCE
��h • ` Inside Edge Rear Tire OP.
2)
sI - - - -55 - - - --
LOT 2
TRUSTEES OF THE ELEANOR T Q
MCLAUGHLIN FAMILY TRUST --f-
LOT 169
O
LOT 3 �:
J `LEILA
]`�
8, 000± S.F. LO
LOT 2 N/F
EDNA STREET, LLC LOTS 574, 575, 576, 577 & Q7
TRUSTEES OF ELEANOR T or 168 LQJFS 574, 575,
MCLAUGHUN FAMIL Y TRUST ' ^ / n A LEILA M. PAONE
V � 1 "?
LOT 169 I 9 ', 0 "VY LOT 167
80.00'
1-12" PERFORATED ADS N -12 PIPE
25.0'
L =zD'
L =20'
L =20'
L =20'
L -20'
L =20'
PLAN WEW
N,
t. REMOVE ALL F AND SUBSOIL AND ANY E INSAL AI OTHERWISE IGN UNSUITABLE MATERIAL RI
1. ME BOTTOM Of F EXCAVATION I TO BE INBPECIED BY ME BEStGN FNGINF£R PAIOA t0
THE PLACEMENT Of THE STONE ENKLOP£.
CROSS SECTION
Wf1j.7RA770N SYSTEM
NOT TO SCALE
"THIS PLAN IS SUBJECT TO A COVENANT DATED _..........
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED ------
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
/ I
---------
48" DIA.
(MIN)
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
"THE EUMINA TOR"
(OR APPROVED
EQUAL)
RECORDING OF SAID OTICE.
IS
kAAtA-
S
DATE
48"
MIN.
MORTAR IN PLACE
USE ONLY HARDENED
SEWER BRICK &
MORTAR FOR GRADE
ADJUSTMENT
2RC0 RSES BELOW THE 13. 0
FRAME
NOT TO SCALE
EDNA IS
umper Leading Edge
• 2 +00 O. 3 +00 _►
rr coroc O de Edge Front Tire
9 (UNIMPROVED)
• • . . • • . • , • • ,
Qos / So 19 1 i
LIMIT OF WOR
• •, • / O • • • 4 C • • LINK FENCE
��h • ` Inside Edge Rear Tire OP.
2)
sI - - - -55 - - - --
LOT 2
TRUSTEES OF THE ELEANOR T Q
MCLAUGHLIN FAMILY TRUST --f-
LOT 169
O
LOT 3 �:
J `LEILA
]`�
8, 000± S.F. LO
LOT 2 N/F
EDNA STREET, LLC LOTS 574, 575, 576, 577 & Q7
TRUSTEES OF ELEANOR T or 168 LQJFS 574, 575,
MCLAUGHUN FAMIL Y TRUST ' ^ / n A LEILA M. PAONE
V � 1 "?
LOT 169 I 9 ', 0 "VY LOT 167
80.00'
1-12" PERFORATED ADS N -12 PIPE
25.0'
L =zD'
L =20'
L =20'
L =20'
L -20'
L =20'
PLAN WEW
N,
t. REMOVE ALL F AND SUBSOIL AND ANY E INSAL AI OTHERWISE IGN UNSUITABLE MATERIAL RI
1. ME BOTTOM Of F EXCAVATION I TO BE INBPECIED BY ME BEStGN FNGINF£R PAIOA t0
THE PLACEMENT Of THE STONE ENKLOP£.
CROSS SECTION
Wf1j.7RA770N SYSTEM
NOT TO SCALE
"THIS PLAN IS SUBJECT TO A COVENANT DATED _..........
"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED ------
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
/ 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 OTICE.
kAAtA-
TOWN CLEWK
DATE
DATE
12" ADS
MANIFOLD
PIPE
REVISIONS
NO. DATE DESCRIPTION BY
2 107 -24 -14
4ATON DETAIL AS PER C.O.A. (EWR
DEFINITIVE SUBDIVISION PLAN
CONSTRUCTION DETAILS
EDNA STREET EXTENSION
LEXINGTON, MASSACHUSETTS
(MIDDLESEX COUNTY)
PREPARED FOR
EDNA STREET, LLC
BEET 30 0 15 30 60 120
FREDERICK W. RUSSELL, PE
154 ALDRICCH ROAD
L.