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ALL UNDERGROUND UTIL11-Y DATA REPRESENTS RECORD
INFORMATION RECOVFRE5 THROUGH RESEARCH WITHOUT
SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION,
Y
MAP 76 LOT 44A
KENNETH A. & SUSAN i" _J Q?9
11 SUZANNE ROAD
LEXINGTON, MASSAGHUSE> to
-DEED BOOK 16330. PAGE -1
MAP 76, . JT 43A
WAYNE R DICARLO
40 KINGSWOOD ROAD
NEWTON, MASSACHUSETTS 02466`
DEED BOOK 48765, PAGE 291
DEED BOOK 107 5 PAGE 291'
-DEED BOOK 9582, PAGE; 78
-DEED BOOK 16330, PAGE 469
PLAN ,`Vo, 1630 OF 1946 *
-PLAN Na 1804 OF 1956`*
-PLAN No 24 ?F 1963 *
-PLAN No 16.3 " OF 19"65 *
- 1966`AC'CE PTA IdCE PLAN-OF SUZANNE ROAD (PLAN
No. 545 OF 1966 *
1964 ACCEPTANC- PLAN OF SUZANNE ROAD (PLAN
No. 538 OF 1964 *
* DENOTES DOCUMENTS RECORDED AT THE
MIDDLESEX SOUTH REGISTRY OF DEEDS.
a
1:
i DECLARE, TO 7HE BESi OF 10 "K PROFESSIONAL
KNOWLEDGE INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE -RULES AND REGULATIONS OF THE
REGISTER F DEED
1
FOR MERIDIAN/ =.SSOCIATES. I(` C, DATE
FOR REGISTRY OF DEEDS USE ONLY
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U77LITY NOTES:
- ALL PROPOSED UTILITIES SHALL
BE CONSTRUCTED IN CONFORMANCE
WITH THE TOWN OF LEXINGTON
CONSTRUCTION STANDARDS.
- PROPOSED CLEANOUT STRUCTURES
SHALL BE INSTALLED IN ALL
LOCATIONS WHERE A BEND IN THE
PROPOSED SEWER SERVICE IS
INSTALLED
- PROPOSED SEWER SERVICE LINES
SHALL BE CONSTRUCTED OF 6" PVC
PIPING
PROPOSED -
LANDSCAPE
MAINTENANCE
ZZ EASEMENT
NOW OR FORMERLY
A. NOAM & CAROL D.
CHOMSKY
xx DEED BOOK 10728,
PAGE 15 *
NOTE. PROPOSED GAS SERVICE TO LOT 2. -
IF' CONS7RUCTED, THE GAS SERVICE TO LOT
NOW OR FORMERLY
TOWN OF LEXINGTON
CONSERVATION COMMISSION
DEED BOOK 26876,
PAGE 149
6
0
4" INSPECTION PORT WITH CAP
-(PERFORATED BELOW STONE) TYP.
ROOF 1 (MIN 2 PER FIELD)
LEADER // FILTER FABRIC MIRAFI 14ON TO
/ ENC10� E7�t7iP£FACK11Y
SURCHARGE PIPE ,-INLET I' - 2'» WASHE
SPLASH BLOCK PIPE
STONE TO
TYP. FINISHED GRADE (EL =195:9 MIN) SURROUND SYSTEM
} R .
0o CULTEC RECHARGER 28OHD
2 ' 8" MIN. UNIT (47 "Wx7.0'Lx26.5'H) CULTEC y
F ) COVER - - - 7-7-7 _ TOP OF STONE EL= 195.20 RECHARGER,
28OHD UNIT
WF3 ° o % ° 08 j TOP OF CHAMBERS EL= 194.71
°° ° °° °° o ° °° oW ° '9 ° 00 o.B o '.(47 "Wx7.0Lx26.5,H)
WF4 X51 / I
.. °
INSPECTION �
o°
(s t, °I N PORT 47" j
INTERMITTENT ° o ° 888 888 I °8 &8I B07 OF CHAMBERS EL= 192.50 (TYP) 3 (T /P,
WETLAND BOUNDAR 7 " -2 "" WASHED STONE°° °° 00 ° ° ° J. ° ° �' °° ° ° 8
a° ° a BOT. OF STONE EL= 192.00 `
NOR TH
STREET
(PUBLIC- VARIABLE WIDTH)
i PROPOSED SMH 4
TRENCH
DRAIN RIM= 790:0
r INV -183: 9
j R =191.0
i
i.;
.l' .
ill
PRO OSED {,
SIS #2
K
NOW OR FORMERLY
OF WO� DONALD A. & JOAN C.
GOLDMANN
DEED BOOK 35954;
PAGE 122
LIMIT O ♦ ✓
2 SHALL BE INSTALLED IN A MANNER TO
AVOID THE REMOVAL OF ANY TREE 3" OR o
GREATER IN CALIPER.
P�
<Q�
R =125.0
IPL Q
S HIy LIMIT OF WOR
K
INV =184, 97
INV = 189.20
�o PROPOSED
J S #1 ac,
� Jl o0
�r
s
s _
Q j NOW OR FORMERLY
f GEORGE & LILLIAN M, GRAYSON
DEED BOOK 11708, PAGE 216
(Q 1
- EXISTING SEWER
SERVICE TO BE
ABANDONED
OL# - #9
1
�s
I
A�
-o
v2o ss� ,
GRAPHIC SCALE J °so ` SMH 3
SCALE: 1 "= 40' �a RIM= 192.3
FEET 40 0 20 40 80 160 \1
METERS O 10 20 4o 60
SEE SHEET 2 OF 6 FOR
ADDITIONAL NOTES AND LEGEND
(DOUBLE WASH 52 -ti 1.0' MIN, (TYP)
PREFERRED) r
CENTER TO
CEN TER F
-03E,
PROVIDE MINIMUM 2 FEET SEPARA77ON REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS LAYERS 'OOF DRAIN
BETWEEN THE BOTTOM OF THE 6 -INCH W/7HIN FIVE(5) FEET HORIZONTALLY AND VER77CALLY OF THE
WASHED STONE LAYER AND THE PROPOSED LEACHING FACILITY AND REPLACE WI7H MATERIAL
SEASONAL HIGH GROUNDWATER TABLE SPECIFIED IN SEC77ON 15.255 (3) OF THE STATE ENVIRONMENTAL affW= SiommIACE M7RATJI'jy 512zu w-
CODE, 77 7LE 5. (NOT TO SCALE)
SUBSURFACE INFIL IRA TION SYSTEM! ISIS ft 1
(NOWT TO SCALE)
4" INSPECTION PORT WITH CAP
(PERFORATED BELOW STONE) TYP. - - ROPOSED
ROOF (MIN. 2 PER FIELD) 6 "HDPE COF DRAIN
LEADER FILTER FABRIC MIRAFI 14ON TO (TYP)
ENCLOSE E NNE FAQ UTY
1» -2 ""
SURCHARGE PIPE INLET WASHED STONE
SPLASH BLOCK PIPE
TO SURROUND
(TYP. FINISHED GRADE (EL =1974 MIN.) SYSTEM 47"
,00 CUL TEC RECHARGER 28OHD j (TYP
8" MIN Q' CUL TEC
43 = m UNIT (47 "Wx7.O'Lx26.5'H) j
COVER � _ TOP OF STONE EL= 196.71 RECHARGER o
f o � e °o •0 0 0 0 0 °o0 0 0 0 28OHD UNIT
o 00 0 ° ° oo ° Q °° ° m° ° °°° ° I w TOP OF CHAMBERS EL= 796.21 (47 "Wx7O'Lx26.5'H) ^o a
°o e go (jj e o�I h ~ O INSPECTION
o° ° PORT (TYP.).
�. °° I 888 8�8I BOT. OF CHAMBERS EL= 194.00
1"-2... WASHED STONEI Lo° ° _ _ °_ _ +o s BOT OF STONE EL 193,50
(DOUBLE WASH r--- 1.5' MIN.
PREFERRED) 52
CENTER TO
CENTER
0'
PROVIDE MINIMUM 2 FEET SEPARA77ON REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS LAYERS
BETWEEN THE BOTTOM OF THE 6 -INCH WITHIN FIVE(5) FEET HORIZONTALLY AND VER77CALLY OF THE
WASHED STONE LAYER AND THE PROPOSED LEACHING FACILITY AND REPLACE WITH MATERIAL
SEASONAL HIGH GROUNDWATER TABLE SPECIFIED IN SEC77ON 15.255 (3) OF THE STATE ENVIRONMENTAL (NOT TO SCALE)
CODE, 77ILE 5.
SUBSURFACE INFILTRA770N SYSTEM A2 {S /5..,.Z 8 "X3' BAR GRATING
(NOT TO SCALE) , -5' 2; x._ - `""','_` 7-7t s
7 1 -- 2 $
�j 2 -�
50 LF PROPOSED 8"
PERFORATED PVC
INV = 188.33
(S =0:00) �.,. PLAN WE"W
< << <L < < << < << < << < << < < < < < < < < < < < < < < < < <<
PROPOSED 8" FILTER FABRIC M1RAF1 140N TO
PVC FROM
1"-2" WASHED STONE PROPOSED FJ1tMOM QV � FA�JTY (2) 6" DlA
(DOUBLE WASH TRENCH DRAIN END SECTION VIEW OUTLET
PREFERRED)
PLAN vtEW {
T 4 �„ 7
MIN. FINISHED GRADE EL. = 189.67
I
ELEVATION
1
NOTES: SIDE SEC77 VIEW
194.25
8" MIN.
UTILITY POLE 6, 1.0'_ A.G.
FILTER FABRIC MIRAFI 140N TO
l�
COVER
Q
m
L CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2 107118107 PLANNING BOAR) COMMENTS LJS REW
DWG. No. 458ODEFSITE
fo
SMH #5
TOP OF PIPE EL= 189.00
2. USE 1 END AND 3 MIDDLE SECTIONS
RIM= 188.2
- --
j
INV =184.3
J. CONFORMS TO H -20 LOADING.
io
4 USE SHEA CONCRETE ITEM NO. M- T96 6' SECTION OR EOU
PROPOSED 8" PERFORATED
CONNECT TO-
EX ISFINC SEWER
BOT OF PIPE EL= 188.33
SERVICE
INV = 184.41
o
(NOT TO SCALE)
PROPOSED
- -
10.4
STONE
1 " -2" WASHED
TRENCH
4" INSPECTION PORT WITH CAP
-(PERFORATED BELOW STONE) TYP.
ROOF 1 (MIN 2 PER FIELD)
LEADER // FILTER FABRIC MIRAFI 14ON TO
/ ENC10� E7�t7iP£FACK11Y
SURCHARGE PIPE ,-INLET I' - 2'» WASHE
SPLASH BLOCK PIPE
STONE TO
TYP. FINISHED GRADE (EL =195:9 MIN) SURROUND SYSTEM
} R .
0o CULTEC RECHARGER 28OHD
2 ' 8" MIN. UNIT (47 "Wx7.0'Lx26.5'H) CULTEC y
F ) COVER - - - 7-7-7 _ TOP OF STONE EL= 195.20 RECHARGER,
28OHD UNIT
WF3 ° o % ° 08 j TOP OF CHAMBERS EL= 194.71
°° ° °° °° o ° °° oW ° '9 ° 00 o.B o '.(47 "Wx7.0Lx26.5,H)
WF4 X51 / I
.. °
INSPECTION �
o°
(s t, °I N PORT 47" j
INTERMITTENT ° o ° 888 888 I °8 &8I B07 OF CHAMBERS EL= 192.50 (TYP) 3 (T /P,
WETLAND BOUNDAR 7 " -2 "" WASHED STONE°° °° 00 ° ° ° J. ° ° �' °° ° ° 8
a° ° a BOT. OF STONE EL= 192.00 `
NOR TH
STREET
(PUBLIC- VARIABLE WIDTH)
i PROPOSED SMH 4
TRENCH
DRAIN RIM= 790:0
r INV -183: 9
j R =191.0
i
i.;
.l' .
ill
PRO OSED {,
SIS #2
K
NOW OR FORMERLY
OF WO� DONALD A. & JOAN C.
GOLDMANN
DEED BOOK 35954;
PAGE 122
LIMIT O ♦ ✓
2 SHALL BE INSTALLED IN A MANNER TO
AVOID THE REMOVAL OF ANY TREE 3" OR o
GREATER IN CALIPER.
P�
<Q�
R =125.0
IPL Q
S HIy LIMIT OF WOR
K
INV =184, 97
INV = 189.20
�o PROPOSED
J S #1 ac,
� Jl o0
�r
s
s _
Q j NOW OR FORMERLY
f GEORGE & LILLIAN M, GRAYSON
DEED BOOK 11708, PAGE 216
(Q 1
- EXISTING SEWER
SERVICE TO BE
ABANDONED
OL# - #9
1
�s
I
A�
-o
v2o ss� ,
GRAPHIC SCALE J °so ` SMH 3
SCALE: 1 "= 40' �a RIM= 192.3
FEET 40 0 20 40 80 160 \1
METERS O 10 20 4o 60
SEE SHEET 2 OF 6 FOR
ADDITIONAL NOTES AND LEGEND
(DOUBLE WASH 52 -ti 1.0' MIN, (TYP)
PREFERRED) r
CENTER TO
CEN TER F
-03E,
PROVIDE MINIMUM 2 FEET SEPARA77ON REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS LAYERS 'OOF DRAIN
BETWEEN THE BOTTOM OF THE 6 -INCH W/7HIN FIVE(5) FEET HORIZONTALLY AND VER77CALLY OF THE
WASHED STONE LAYER AND THE PROPOSED LEACHING FACILITY AND REPLACE WI7H MATERIAL
SEASONAL HIGH GROUNDWATER TABLE SPECIFIED IN SEC77ON 15.255 (3) OF THE STATE ENVIRONMENTAL affW= SiommIACE M7RATJI'jy 512zu w-
CODE, 77 7LE 5. (NOT TO SCALE)
SUBSURFACE INFIL IRA TION SYSTEM! ISIS ft 1
(NOWT TO SCALE)
4" INSPECTION PORT WITH CAP
(PERFORATED BELOW STONE) TYP. - - ROPOSED
ROOF (MIN. 2 PER FIELD) 6 "HDPE COF DRAIN
LEADER FILTER FABRIC MIRAFI 14ON TO (TYP)
ENCLOSE E NNE FAQ UTY
1» -2 ""
SURCHARGE PIPE INLET WASHED STONE
SPLASH BLOCK PIPE
TO SURROUND
(TYP. FINISHED GRADE (EL =1974 MIN.) SYSTEM 47"
,00 CUL TEC RECHARGER 28OHD j (TYP
8" MIN Q' CUL TEC
43 = m UNIT (47 "Wx7.O'Lx26.5'H) j
COVER � _ TOP OF STONE EL= 196.71 RECHARGER o
f o � e °o •0 0 0 0 0 °o0 0 0 0 28OHD UNIT
o 00 0 ° ° oo ° Q °° ° m° ° °°° ° I w TOP OF CHAMBERS EL= 796.21 (47 "Wx7O'Lx26.5'H) ^o a
°o e go (jj e o�I h ~ O INSPECTION
o° ° PORT (TYP.).
�. °° I 888 8�8I BOT. OF CHAMBERS EL= 194.00
1"-2... WASHED STONEI Lo° ° _ _ °_ _ +o s BOT OF STONE EL 193,50
(DOUBLE WASH r--- 1.5' MIN.
PREFERRED) 52
CENTER TO
CENTER
0'
PROVIDE MINIMUM 2 FEET SEPARA77ON REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS LAYERS
BETWEEN THE BOTTOM OF THE 6 -INCH WITHIN FIVE(5) FEET HORIZONTALLY AND VER77CALLY OF THE
WASHED STONE LAYER AND THE PROPOSED LEACHING FACILITY AND REPLACE WITH MATERIAL
SEASONAL HIGH GROUNDWATER TABLE SPECIFIED IN SEC77ON 15.255 (3) OF THE STATE ENVIRONMENTAL (NOT TO SCALE)
CODE, 77ILE 5.
SUBSURFACE INFILTRA770N SYSTEM A2 {S /5..,.Z 8 "X3' BAR GRATING
(NOT TO SCALE) , -5' 2; x._ - `""','_` 7-7t s
7 1 -- 2 $
�j 2 -�
50 LF PROPOSED 8"
PERFORATED PVC
INV = 188.33
(S =0:00) �.,. PLAN WE"W
< << <L < < << < << < << < << < < < < < < < < < < < < < < < < <<
PROPOSED 8" FILTER FABRIC M1RAF1 140N TO
PVC FROM
1"-2" WASHED STONE PROPOSED FJ1tMOM QV � FA�JTY (2) 6" DlA
(DOUBLE WASH TRENCH DRAIN END SECTION VIEW OUTLET
PREFERRED)
PLAN vtEW {
T 4 �„ 7
MIN. FINISHED GRADE EL. = 189.67
AA DRAINAGE AND ➢ NILITY PLAY 'F
� ywof r
NAF- RARY BENCHMARK CHART "AO LEXIl Y G l O , ASSACHUSE1
40 w�arr,a�, i
c+va
Tau.#
DESCRIPTION
ELEVATION
1
NOTES: SIDE SEC77 VIEW
194.25
8" MIN.
UTILITY POLE 6, 1.0'_ A.G.
FILTER FABRIC MIRAFI 140N TO
SPIKE AND WASHER SET
COVER
Q
ENOW FAcury
L CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2 107118107 PLANNING BOAR) COMMENTS LJS REW
DWG. No. 458ODEFSITE
BITUMINOUS SIDEWALK
WWW.MERIDL4NASSOC.COM
TOP OF PIPE EL= 189.00
2. USE 1 END AND 3 MIDDLE SECTIONS
- --
- - - - - - - - - -
- - - _
J. CONFORMS TO H -20 LOADING.
4 USE SHEA CONCRETE ITEM NO. M- T96 6' SECTION OR EOU
PROPOSED 8" PERFORATED
PVC
I
BOT OF PIPE EL= 188.33
7RENCH MAIN DETAIL
°
°
o
(NOT TO SCALE)
- -
BOT OF STONE EL= 188.00
1 " -2" WASHED
STONE
(DOUBLE WASH
11 SUZANNE ROAD
PREFERRED)
CROSS SEC RON
DEFINITIVE SUBDIVISION,
PROPOSED STONE
77 ?ENCH
(IN ACCORDANCE WITH SECTION 135 -389-.,
(NOT TO SCALE)
AA DRAINAGE AND ➢ NILITY PLAY 'F
� ywof r
NAF- RARY BENCHMARK CHART "AO LEXIl Y G l O , ASSACHUSE1
40 w�arr,a�, i
c+va
Tau.#
DESCRIPTION
ELEVATION
1
CUT SPIKE SET IN
194.25
REVISIONS
UTILITY POLE 6, 1.0'_ A.G.
152 CONANT STREET 69 MILK STREET, SUITE 302'
SPIKE AND WASHER SET
_
Q
AT CENTERLINE END
193.84
2 107118107 PLANNING BOAR) COMMENTS LJS REW
DWG. No. 458ODEFSITE
BITUMINOUS SIDEWALK
WWW.MERIDL4NASSOC.COM
No. 34TM (MIDDLESEX COUNTY)
P PREPARED FOR
KENNETH LORD & WA YNE DIOA^i
SCALE: 1 "= 40' DATE: MAY 17, 2011'7
(SEE NOTE 6)
m t; N 1 1) 1
A S S O CI A T E S, I NC
REVISIONS
152 CONANT STREET 69 MILK STREET, SUITE 302'
BEVERLY, MASSACHUSETTS 01916 WESTBOROUGH, MASSACHUSETTS 61
TELEPHONE: (978) 299 -0447 TELEPHONE: (508) 671 Y081
2 107118107 PLANNING BOAR) COMMENTS LJS REW
DWG. No. 458ODEFSITE
WWW.MERIDL4NASSOC.COM
SHEET No. 5 OF 6 PROJECT No. 458'0
(XREF- 458ODEFREC) 1 1 715197 PROP. GAS SERVICE TO LOT 2 BWT REW
(XREF 458oDEFEPL NO, DATE DESCRIPTION BY CHK'D
Consasht0tr Imo nnn�,�risa