HomeMy WebLinkAboutSD-454-6ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD
INFORMA770N RECOVERED THROUGH RESEARCH WITHOUT
SURFACE DEMARCA 77ON NOR SUBSURFACE VERIFICA TION.
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LI 777T.77707 77"W0,77.
TB.M7j.
DESCRIPTION
E•LEVA77ON
h
CUT SPIKE IN U77LITY
1
s
POLE 58A, 1:9' A.G.
238.67
J
CUT SPIKE IN 30"
).
N 3
L1
OAK TREE, Z 0' A. G
249:56
(SEE NOTE 6 ON SHEET 4 OF 10)
0+00 0+50 1 +00
* N07E.• ELEVATION OF WATER MAIN IS ASSUMED
(BASED ON 5 FEET OF COVER).
HORIZONTAL: l`_-_20'
VER77CAL: 1' =2'
1 DECLARE, TO 7HE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMA77ON, AND BELIEF, 7HAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WIN THE RULES AND REGULA TONS OF THE
REGISTERS OF DEEDS
_ .3 -17 -oq
f, R,..l,.. CINC. DA 7E
FOR REGISTRY OF DEEDS USE ONLY
THIS PLAN IS SUBJECT TO A COVENANT DATED
THIS PLAN IS SUBJECT TO A CER77FICAIF OF ACTION DATED --------
"THIS PLAN IS SUBJECT TO A SPFCIAI PFPAAIT nATFn "
NOW OR FORMERLY
MICHAEL G CUP TIN &
DEBRA A. CURTIN
DEED BOOK 50089,
PAGE 287* SMH
NOW OR FORMERLY
BERTRAND RENAUD &
BENEDICTF RENAUD
DEED BOOK32927,
PAGE 546*
417
NOW OR FORMERLY
OLIVER F & MYRA R. T.
MORGAN GARA
DEED BOOK 27874,
PAGE 726'
PLAN BOOK 349,
PLAN 49*
NOW OR FORMERLY
353 MARRETT ROAD REALTY TRUST
GORDON W & MYRNA NEFF, TRS.
DEED BOOK 35844, PAGE 555*
ItU -04
lvuw UY
FORMERLY
ANNE W ROOM
& JOHN
NOW OR LEMPESIS
FORMERLY DEED BOOK
NOW OR BRUCE S. 1767, PAGE
NOW OR FORMERLY
ANNE W. RODMAN &
JOHN LEMPESIS
DEED BOOK 27761,
PAGE 599*
FORMERLY GORDON & EVA 599 * � r
BRUCE S CORDON (
GORDON & EVA DEED BOOK ti i
GORDON 11033 PAGE �+
DEED BOOK 327* TIT
11038 PAGE . W sj5�
327* 1 �0 W
j '
9 .'' i5 PL
e "mol 74/5
TS&V
LVJ
-
ad - Tz
Ut "��vv
ELEV -241.0#
h
V
1
s
\
o�
J
NORTH SHORE CONSTRUCTION & DEVELOPMENT, INC.
).
N 3
8
41 N. N
N J
0 " -14" HORIZON Ap: FINE SANDY LOAM
mUOcq
r7
h��_W
if
W O
215 SALEM STREET
¢
\
TO PSMH14
7
1
i
U'
�O
U -02
Al
r
2-
�SMN
SANDRA WOOD
12
111.90' ss
E. S. H.GW. =240.2±
PAGE 94*
\
f
o=180
HORIZON Ap:
FINE SANDY LOAM
\
GO"')
18' -30"
HORIZON Bw:
IN
TEST PIT- U -04
SEI !
\
CHRISTINE S & ELMER F.
\
PREP
i
000
\'
A
HORIZiNW C2•
COARSE SAND
-PLAN BOOK 349, PLAN 49 *
G
3
NG_BB
-PLAN 574 OF 1944 *
G
PHYD
0 " -10" ORGANIC
vm'z
-PLAN 72 OF 1946 *
ELEV = 262.3±
TEST PIT-
U -07
10' -16" HORIZON A: FINE SANDY LOAM
-PLAN 1294 OF 1954 *
ES.H.GW =259:1±
MA C
)AD I
D -
-PLAN 366 OF 1955 *
-PLAN 1658 OF 1956 *
0 " -9' HORIZON A: FINE SANDY LOAM
"
E.SH.0. W =2506.+
3
-1896 STAIr HIGHWAY LAYOUT OF MARRETT ROAD
9 -20" HORIZON 8w: FINE SANDY LOAM
20 " -48" HORIZON C1: LOAMY SAND
0 " =9"
9 " -20"
ORGANIC
HORIZON Ap:
FINE SANDY LOAM
FORMERLY MIDDLE STREET *
-1929 COUNTY LAYOUT OF WALTHAM STREET *
48=600 HORIZON C2: COARSE SAND
12' FROM
PSIS2
FINE SANDY LOAM
FINE SANDY LOAM
E.SH.G.W. A 39"
HOPE
HORIZON Cl.
FINE LOAMY SAND
* DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX
•O�
37' -89"
HORIZON C2.•
GRAVELLY COARSE
SOUTH REGISTRY OF DEEDS
5
LOAMY SAND
LOAMY SAND
L'
E.SH.G.W
& 40'
PG
P
RG
TEST PIT. U -05
1 I
, IL
t2
ELEV. = 253.11
1
E
IS7TNG 15" D
IN PIPE
--
v
h
PW5
O " -32' FILL
i I
v EXIS77N
12" WA7ER
AIN*
32' -45" HORIZON C. SANDY LOAM
i
1 EXIS77NG 8
VC. SEWER
!PE
INV= 228."
_PGs_,
Psls
�
h
v>'
N
N
0+00 0+50 1 +00
* N07E.• ELEVATION OF WATER MAIN IS ASSUMED
(BASED ON 5 FEET OF COVER).
HORIZONTAL: l`_-_20'
VER77CAL: 1' =2'
1 DECLARE, TO 7HE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMA77ON, AND BELIEF, 7HAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WIN THE RULES AND REGULA TONS OF THE
REGISTERS OF DEEDS
_ .3 -17 -oq
f, R,..l,.. CINC. DA 7E
FOR REGISTRY OF DEEDS USE ONLY
THIS PLAN IS SUBJECT TO A COVENANT DATED
THIS PLAN IS SUBJECT TO A CER77FICAIF OF ACTION DATED --------
"THIS PLAN IS SUBJECT TO A SPFCIAI PFPAAIT nATFn "
NOW OR FORMERLY
MICHAEL G CUP TIN &
DEBRA A. CURTIN
DEED BOOK 50089,
PAGE 287* SMH
NOW OR FORMERLY
BERTRAND RENAUD &
BENEDICTF RENAUD
DEED BOOK32927,
PAGE 546*
417
NOW OR FORMERLY
OLIVER F & MYRA R. T.
MORGAN GARA
DEED BOOK 27874,
PAGE 726'
PLAN BOOK 349,
PLAN 49*
NOW OR FORMERLY
353 MARRETT ROAD REALTY TRUST
GORDON W & MYRNA NEFF, TRS.
DEED BOOK 35844, PAGE 555*
ItU -04
lvuw UY
FORMERLY
ANNE W ROOM
& JOHN
NOW OR LEMPESIS
FORMERLY DEED BOOK
NOW OR BRUCE S. 1767, PAGE
NOW OR FORMERLY
ANNE W. RODMAN &
JOHN LEMPESIS
DEED BOOK 27761,
PAGE 599*
FORMERLY GORDON & EVA 599 * � r
BRUCE S CORDON (
GORDON & EVA DEED BOOK ti i
GORDON 11033 PAGE �+
DEED BOOK 327* TIT
11038 PAGE . W sj5�
327* 1 �0 W
j '
9 .'' i5 PL
e "mol 74/5
TS&V
LVJ
-
ad - Tz
Ut "��vv
ELEV -241.0#
E.SHG.W.
V
1
s
\
PDMH18
J
NORTH SHORE CONSTRUCTION & DEVELOPMENT, INC.
a�
8
30W
0 " -14" HORIZON Ap: FINE SANDY LOAM
mUOcq
U -08
h��_W
TO PSMHIO
W O
215 SALEM STREET
¢
\
TO PSMH14
7
1
\
.q
U'
�O
U -02
Al
h
�SMN
SANDRA WOOD
12
111.90' ss
E. S. H.GW. =240.2±
PAGE 94*
\
f
O " -12' HORIZON Ap: FINE SANDY LOAM
o=180
HORIZON Ap:
FINE SANDY LOAM
\
Pt
18' -30"
HORIZON Bw:
IN
TEST PIT- U -04
NOW OR FORMERLY
\
CHRISTINE S & ELMER F.
\
DEED
KLOSTERMANN
BOOK 14033, PAGE 67*
\'
A
PLAAV#gl74 OF 1944*
#343
APPROXIMA TE
LOCH T10N
r
DMH
() -S8 "VC - - - - - - -S- 24 " -W- W }�N =W-
� R D-
3 �11
�SMH7 `!•
RIM =245.8 4 -G- - - -J -MN 3
INV =234.0 -. Gin_
AJ�'f�ROrED B?�'
LEXPOMN PLAWNNG BOARD
s 9'� • 0y,
DATE•
TS &V
;d-
# S `tp,Se
i p LO A 0ON
NOW OR FORMERL Y #,345
THOMAS TODD m APPROXIMATE
DEED BOOK 17469, LOCATION
PAGE 426* ' iirrurrurrrivui�iiuvirururr [uiru
GREENHOUSE
PROPOSED IMPERVIOUS BARRIER APPROX.
(BOTTOM W ELEV. = 261.0) LOCATION
H2O
I
0f Q
EXISTING WELLS TO BE
ABANDONED IN CONFORMANCE
WITH ALL LOCAL AND MUNICIPAL
REGULA77ONS (TYR)
i
EXIST SHED
APPROX.
LOCH TION
M NOW OR FORMERLY F
FARAMARZ JAMSHID1 &
a> PARVANEH BARAKHSHAN
DEED BOOK 25840, PAGE 33
PDCB21
U -05
1ku /
#365 -367
APPROXIMAT
LOCATION
NOW OR FORMERLY
365 -367 WALTHAM STREET
CONDOMINIUM
DEED BOOK 25864, PAGE 283*
LOCA PON
THESE UNOFFICIAL TEST PITS WERE PERFORMED
ELEV -241.0#
E.SHG.W.
0 75
J ,+
BY APRIL C. FERRARO OF MERIDIAN
o °W
E. S. H. G. W. =233. 6t
J
NORTH SHORE CONSTRUCTION & DEVELOPMENT, INC.
a�
8
30W
0 " -14" HORIZON Ap: FINE SANDY LOAM
mUOcq
U -08
h��_W
TO PSMHIO
W O
215 SALEM STREET
¢
8
TO PSMH14
R6
�rn1
TEST PIT. U-01
�O
/
Al
NOW OR FORMERLY
ELEV = 245.0±
SANDRA WOOD
12
DEED BOOK 7607-,
E. S. H.GW. =240.2±
PAGE 94*
Z
12 w
O " -12' HORIZON Ap: FINE SANDY LOAM
# S `tp,Se
i p LO A 0ON
NOW OR FORMERL Y #,345
THOMAS TODD m APPROXIMATE
DEED BOOK 17469, LOCATION
PAGE 426* ' iirrurrurrrivui�iiuvirururr [uiru
GREENHOUSE
PROPOSED IMPERVIOUS BARRIER APPROX.
(BOTTOM W ELEV. = 261.0) LOCATION
H2O
I
0f Q
EXISTING WELLS TO BE
ABANDONED IN CONFORMANCE
WITH ALL LOCAL AND MUNICIPAL
REGULA77ONS (TYR)
i
EXIST SHED
APPROX.
LOCH TION
M NOW OR FORMERLY F
FARAMARZ JAMSHID1 &
a> PARVANEH BARAKHSHAN
DEED BOOK 25840, PAGE 33
PDCB21
U -05
1ku /
#365 -367
APPROXIMAT
LOCATION
NOW OR FORMERLY
365 -367 WALTHAM STREET
CONDOMINIUM
DEED BOOK 25864, PAGE 283*
LOCA PON
PROPOSED DRAIN MANHOLE
PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED DOUBLE GRATE
CATCH BASIN
PROPOSED HYDRANT
PROPOSED TAPPING SLEEVE AND
VALVE
PROPOSED STORM DRAIN MAIN
PROPOSED ROOF DRAIN
PROPOSED SANITARY SEWER MAIN
PROPOSED WA7ER MAIN
PROPOSED GAS MAIN
PROPOSED TELEPHONE,
ELECTRIC A:• CABLE
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED GAS SERVICE
PROPOSED SUBSURFACE
INFILTRATION SYS7EM
LEACHING CATCH BASINS
TO BE REMOVED
PROPOSED CLEAN OUT
PROPOSED
CEMENT LINED DUC77LE IRON
HIGH DENSITY POLYE7T•IYLENE
VITRIFIED CLAY
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
MECHAN /CAL1ELEC7RICAL11PLUM61NG
MATERIAL
DIAMETER
ELEVA7701V
ESTIMATED SEASONAL HIGH
GROUNDWATER
THESE UNOFFICIAL TEST PITS WERE PERFORMED
ELEV -241.0#
E.SHG.W.
0 75
8" PVC
BY APRIL C. FERRARO OF MERIDIAN
8
E. S. H. G. W. =233. 6t
PSMH70
NORTH SHORE CONSTRUCTION & DEVELOPMENT, INC.
ASSOCIATES, INC. ON JANUARY 17, 2008,
8
TO SMH2
0 " -14" HORIZON Ap: FINE SANDY LOAM
RONALD LOPEZ, PRESIDENT
U -08
8
TO PSMHIO
SMH2
215 SALEM STREET
EG£V =254.8±
8
TO PSMH14
R6
Wt18URlV, MASSACHUSETTS 01801
TEST PIT. U-01
JEST PrT-
U -06
PDMH
-DEED BOOK 51506, PAGE 178*
ELEV = 245.0±
ELEV =265.8.+
12
•
E. S. H.GW. =240.2±
E. S. H. G. W. =261. ft
Z
12 w
O " -12' HORIZON Ap: FINE SANDY LOAM
o=180
HORIZON Ap:
FINE SANDY LOAM
'
12' -32" HORIZON 8w: FINE SANDY LOAM
18' -30"
HORIZON Bw:
FINE SANDY LOAM
TEST PIT- U -04
32 " -72' HORIZON G• LOAMY SAND
30' -40"
HORIZON Cl:
LOAMY SAND
-DEED BOOK 23717, PAGE 219 *
E.S.HG.W. 0 55"
40 " -82"
HORIZiNW C2•
COARSE SAND
-PLAN BOOK 349, PLAN 49 *
OM J
E.SHGW.
0 57"
-PLAN 574 OF 1944 *
TEST PIT. U -02
PHYD
0 " -10" ORGANIC
vm'z
-PLAN 72 OF 1946 *
ELEV = 262.3±
TEST PIT-
U -07
10' -16" HORIZON A: FINE SANDY LOAM
-PLAN 1294 OF 1954 *
ES.H.GW =259:1±
ELEV =256.81
TO 8PNHIN
-PLAN 366 OF 1955 *
-PLAN 1658 OF 1956 *
0 " -9' HORIZON A: FINE SANDY LOAM
"
E.SH.0. W =2506.+
INV- 256.22
-1896 STAIr HIGHWAY LAYOUT OF MARRETT ROAD
9 -20" HORIZON 8w: FINE SANDY LOAM
20 " -48" HORIZON C1: LOAMY SAND
0 " =9"
9 " -20"
ORGANIC
HORIZON Ap:
FINE SANDY LOAM
FORMERLY MIDDLE STREET *
-1929 COUNTY LAYOUT OF WALTHAM STREET *
48=600 HORIZON C2: COARSE SAND
20 " -27"
HORIZON Bw
FINE SANDY LOAM
FINE SANDY LOAM
E.SH.G.W. A 39"
2r -37"
HORIZON Cl.
FINE LOAMY SAND
* DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX
FINE SANDY LOAM
37' -89"
HORIZON C2.•
GRAVELLY COARSE
SOUTH REGISTRY OF DEEDS
TEST PIT U -03 "
LOAMY SAND
LOAMY SAND
PROPOSED DRAIN MANHOLE
PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED DOUBLE GRATE
CATCH BASIN
PROPOSED HYDRANT
PROPOSED TAPPING SLEEVE AND
VALVE
PROPOSED STORM DRAIN MAIN
PROPOSED ROOF DRAIN
PROPOSED SANITARY SEWER MAIN
PROPOSED WA7ER MAIN
PROPOSED GAS MAIN
PROPOSED TELEPHONE,
ELECTRIC A:• CABLE
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
PROPOSED GAS SERVICE
PROPOSED SUBSURFACE
INFILTRATION SYS7EM
LEACHING CATCH BASINS
TO BE REMOVED
PROPOSED CLEAN OUT
PROPOSED
CEMENT LINED DUC77LE IRON
HIGH DENSITY POLYE7T•IYLENE
VITRIFIED CLAY
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
MECHAN /CAL1ELEC7RICAL11PLUM61NG
MATERIAL
DIAMETER
ELEVA7701V
ESTIMATED SEASONAL HIGH
GROUNDWATER
PCO
PROP.
CLDI
HDPE
Y. C.
PVC
RCP
MEP
MAT.
DIAM.
ELEV.
E.SH.G.W
SMH2*
RIM-236.4
ELEV -241.0#
E.SHG.W.
0 75
8" PVC
INV =226.5
8
E. S. H. G. W. =233. 6t
PSMH70
R/M =237.8
INV -229.5
8
TO SMH2
0 " -14" HORIZON Ap: FINE SANDY LOAM
MST PIT-
U -08
8
TO PSMHIO
SMH2
14 " -22" HORIZON 8w.• FINE SANDY LOAM
EG£V =254.8±
8
TO PSMH14
R6
22' -39" HORIZON CI: LOAMY SAND
ESH.GW.= 251.3&
INV =239.7
•
PDMH
39" -120" HORIZON C2: LOAMY SAND
O' -8"
ORGANIC
12
•
£.S H.G. W. ®$9"
Z
12 w
FROM PWI
PSMH
INV=
6" 8"
P
HORIZON Bw:
FINE SANDY LOAM
OO
PCB
TEST PIT- U -04
28 " -70"
HORIZON C•
FINE COARSE LOAMY
®
PDCB
ELEV =286.2&
E.S.N,G.W.
SAND
®42"
INV =2 .5'
12
OM J
E.SH.G.W. =281.6&
0
PHYD
0 " -10" ORGANIC
vm'z
H7
a
IS&V
10' -16" HORIZON A: FINE SANDY LOAM
TEST PIT-
t1 -09
t
TO 8PNHIN
16=28* HORIZON Bw: FINE SANDY LOAM
ELEV- 256.3t
INV- 256.22
PD
TO PDA018
28 -73" HORIZON Cl: GRAVELLY LOAMY
f.S.H.GW. =252.91
=257.5
fly V =253.46
t2
SAND
0' -6"
HORIZON A:
FINE SANDY LOAM
PRD
73 " -78" HORIZON C2: COARSE SAND
6 -18'
HORIZON Bw
FINE SANDY LOAM
PS
E.SH.G.W. 0 55"
18 " -55'
HORIZON C.•
LOAMY SAND
PW
E.SH.G.W
& 40'
PG
TEST PIT. U -05
PTEC
ELEV. = 253.11
E.SH.GW. =250:21
PW5
O " -32' FILL
32' -45" HORIZON C. SANDY LOAM
PSS
E.S.HG.W. 0 35"
_PGs_,
Psls
DRAANAf,"E 57M ClidlRE TAKE
LCB
SEE NOTE 6 FOR FRAME AND GRATE
MR
SPECIFICA770NS FOR PROPOSED
CATCH BASINS
PCO
PROP.
CLDI
HDPE
Y. C.
PVC
RCP
MEP
MAT.
DIAM.
ELEV.
E.SH.G.W
SMH2*
RIM-236.4
EXISANG INV=
.3*
SRI'
8" PVC
INV =226.5
8
FROM P N O
PSMH70
R/M =237.8
INV -229.5
8
TO SMH2
PSMH14
RIM =259.2
!NV =250.7
8
TO PSMHIO
SMH2
RIM
INV =267.0
8
TO PSMH14
'i I * EXIS77NG INVERT TO BE FIELD VERIFIED PRIOR TO
'G R,
£ CONSIRUC77ON (SEE NOTE 5).
P MH15 ,"
o° #335 REACH C►lART
p: APPROX.
L OCA TION #331 -,329
APPROX
PDMH13 LOCATION
REACHI
DIAM. AT.
LENGTH
SLOP£
SRI'
8" PVC
BWT
0.10
SR2
8 PVC
235
0.09
SR3
PVC 1
1 6
0.12
N
C! NOW OR FORMERLY
'+
Y�PJHIO MAR GARET.B. & TIMOTHY L.
HE1 TZ
EED BOOK 23717, PAGE 219*
PLAN No. 574 OF 1944*
UPL57 umiN ow
W_
S- s - - _ 1. EXISTING SEWER AND WATER SERVICES FOR EXISTING MANN DWELLING AND CARRIAGE
- - - HOUSE SHALL BE ABANDONED AND /OR REMOVED. REMOVAL WILL BE DONE ONLY ON
PORTXWS WITHIN SUBJECT PROPERTY. NO RECORD INFORMA770N WAS AVAILABLE TO
DETERMN£ THE EXACT LOCA77ON OF 7HESE SERVICES
2. ALL SEWER PIPES THAT CROSS WATER PIPES SHALL Do SO BELOW THE WATER PIPE.
f
J. ALL PROPOSED SEWER MAINS SHALL 8E 8' PVC
NV =226.3 ALL PROPOSED SEWER SERVICES SHALL BE 6' PVC
GRAPHIC SCALE 4. ALL PROPOSED WATER MAINS SHALL BE 8' CLDL
SCALE 1' =40'
ALL PROPOSED SERVICES SHALL BE DESIGNED BY 7HE PRA,ECT MEP
FEET 40 0 20 40
METERS 0 JO 20
0 I " 1' �! ERK OF THE TOWN
OF LEXINGTON, MASSACHUSETTS H REBY CERTIFY THAT
THE N077CE OF APPROVAL OF THIS PLAN BY THE
LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND
RECORDED AT THE OFT7CE AND NO N0710E OF APPEAL
WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH
RECEIPT AND RECORDING OF SAID N07TCE
TOWN CLERK DA7£
9 -5 WWnCAJ7ON of AVVERIS OF EM7W U77UTY MAINS /N MARRETT ROAD SHALL BE
160 PROVIDED 70 MAI PRIOR TO C0NSIRUC77AN TO CONFIRM NO CONFLICTS W U EXIST.
6. PROPOSED CAfl'*7fdASTNB P M6, PC817 PCBf9, & PC820 SHALL HE FITTED WITH
40 60 �DLK11 A L24SGf8 GRATE (LK1210 SET) AS MANUFACnfflW BY EAST
7 PROPOSED CArafflASINS P0821. PC823, & PC824 SHALL BE FITTED W17H FRAME
AND GRATE LEBARON LK12J OR LF248 -I OR APPROVED EOUAL
SEE SHEET 4 OF' 10 R£vrsrays
FAR ADDFHO
DWI; No. 4938DEFSITE REVIEW
(XREF.• 4938DEFREC)
(XREF.• 4938DEFEPL) rNO. DATE DESCRIPTION BY
PDMHI1*4
M-
3
3117109
NO REVISIONS THIS SHEET
RA
BWT
�T/'11)ILS & LEGEND
TES
R2
2
216109
MASS HIGHWAY REVIEW
RA
BWT
L V •r, Li.CJI r
PDMH13*
1
1129 9
CE/ REVIEW /MASS HIGHWAY
RA
BWT
DWI; No. 4938DEFSITE REVIEW
(XREF.• 4938DEFREC)
(XREF.• 4938DEFEPL) rNO. DATE DESCRIPTION BY
PDMHI1*4
M-
/NZ--=2
t
t
PDMHI2
RIM=2J9.9
INV=
R2
12 RCP
it
0.05
INV =236.3
12
70 PDMH1 J
PDMH13*
RIM-242.4
INV- 7.6
1
FROM P MH15
R5 :
12 RCP
f4
012
R6
PDMHIS
RIM-244.4
INV =239.7
12"
FROM PDMH18
95
001
INV=
12
OM t
IN V-239.7 f
12 w
FROM PWI
INV=
12
O Hl
RIM =259.0
INV=
4
INV =2 .5'
12
OM J
017
vm'z
H7
R /M =24. 20
PC 19
RIM =259.8
INV =2 4;18
t
TO 8PNHIN
RIM-261.8
INV- 256.22
12
TO PDA018
1
RIM
=257.5
fly V =253.46
t2
TO PDMN18
PC923
IM =,
• **
PCB24
* **
+ STORMCEPTOR MODEL 900
*+ CONNECT TO EXISTING DRAINAGE PIPE DN MARRETT ROAD
EXISTING INVERT TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION (SEE NOTE 5)
* *+ PROPOSED LEACHING CATCH BASIN (SEE DETAIL ON SHEET 8 OF 10)
DRAWAGE REACH OVART
REACH
DIAMIUAT
LENGTH
SLOPE
R7
12 RCP
29
0.07
R2
12 RCP
it
0.05
R3
12w RCP
11
0.-05
R4
12 RCP
141
009
R5 :
12 RCP
f4
012
R6
f2 RCP
31
0.12
R7 !
12 RCP
95
001
R8
12 RCP
_43-=V"
0
MARRETT ROAD CONDOMINIUMS
DEF'INIT'IVE SUBDIVISION
(IN ACCORDANCE W TH SECTION 175 -11F)
N OF M LOCATED IN
RIGFIl1RDE t +ENNTi/ p liB�i555TT5
WN".JR. L
CmL H� (MIDDLESEX COUNTY)
No.34776
T PREPARED FOR
NORTH SHORE CONSTRUC77ON & DEVELOPMENT, INC
SCALE: I"= 40' DATE: DECEMBER 3, 2008
MERIDIAN
.ASSOCIATES
152 CONANT STREET BEVERLY, 69 MILK STREET, SUITE 302
MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581
TELEPHONE: (978} 294-0411 TELEPHONE: (508) 871 -7030
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SHEET No. 6 OF 10 PRO.IECT No. 4938