HomeMy WebLinkAboutSD-470-7DRAINAGE STRUCTURE CHART
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STRUCTURE' ply INV, IN (SIZEITYPE) INV. OUT (SIZEITYPE)
C8-1 (DOUBLE)
170,94'
NIA s
16Z 34'
12"
HOPE
CB -2 (DOUBLE)
170.70'
NIA
16Z34'
12'" HOPE
CB--3
196.59'
N/A
193, 00'
12"
HOPE
CB -4
1`96.68'
NIA
193.710'
12"
HDPE
CR -5
200.44'
NIA >
196,90'
12"
HOPE
DMH -1
172.94'
16686' 12" HDPE
166:86'
12"
HOPE
L314H 7
191.15`
165.33' 12 ` HOPE
1815.33'
12"
HDP€
DMH- 3
197.47'
132.90' 12" HOPE
192:;90'
12"
HOPE_
0
am
IN
OW-NE
4 ROBINSON ROAD
FATOMEH CARROLL
4 ROBINSON ROAD
LEXINGTON, MA 02421
6 R48INSON ROAD
CARMEN DE LA CRUZ
ROBINSON ROAD
LEXINGTON, MA 02421
APP I!2Atq .
NORTH SHORE CONSTRUCTION & DE'v
?15 SALEM STREET
WOBURN, MA 01801
PLAN VIEW
(2) 6" Im ,
OJTLET
i
SIDE SECTION VIER
NOTES.
1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS,
2, AVAILABLE IN 3' AND 8' SECTIONS,
3, AVAILABLE IN END OR MIDDLE SECTIONS,
4, CONFORMS TO H--20 LOADING,
' I t �
SECTION
XfFM Nil: M -T% '6' SECTIUN L M ^Tw 3' SEctiam
1 I \ENc-'I ' DRAIN (OR SIMIt_AR APPROVED
20 H,
LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE
ARE BASED UPON A PARVAL FIELD SURVEY AND COMPILATION OF
t,`, nr axnnan T%IF nr4zirRl mt wrrP nt)r:� M?)T WAPPANrY?
IS SUBJECT TO A COVENANT DATED --------------
IS I SUBJECT TO A CERTIFICATE OF ACTION DATED
IS SUBJECT TO A SPECIAL PERMIT DATED -- -, -----------
GRAPHIC SCALE
SCALE.
FEET 30 0 15!
6.0
LE-MPORARY BENCHMARK CHART,
TBM #
DESCRIPTION
ELEV
8" HPOE
.SEWER MANHOLE RIM
171. J6'
,5LWLK G1mm1.
STRUCTURE RIM INV, IN (SIZE11TYPE) INV, OUT (SIZEITYPE)
SAH -1 172.82' 165.54' E" HPOC 165.54' e HPD
SMH -2
190.94,
184.60'
8" HPOE
184.60'
8"
HPDE
Siv1.H -,3
201.31'
194.50'
8" HPD6
194150?
8"
HPOE
SUH- -4
20&78'
:202,0€7'
8" HPOE
202.00':
8"
HPOE
SMH -5
203,51'
196.5W
8" HPOE
136.50,
e
HPOE
REVISIONS
1
92118113
ADD TRENCH DRAIN AS NEEDED
JDS
I JDS
1
1219113
PER TOWN COMMENTS
JDS
JDS
PG
A
P O
BY
B
4
PROPOSED LEGEND:
COB
CAPE COD BERM
[]C'B -1
PROPOSED CATCHBASIN'
(D) DMH- P
PROPOSED DRAIN MANHOLE
.---PD--
PROPOSED HOPE DRAIN PIPS"
me PROPOSED WATER GATE
PROPOSED HYDRANT
PW
PROPOSED 9" UDI WATER MAN
--- PWS—
PROPOSED 1" COPPER W4 ?ER SERVCE
S SMH- -1
�
PROPOSED SEWER MANHOLE
Par.._......_.._
PROPOSED SEEWGR MAIN (8" SCH 40 PVC)
PSS
PROPOSED SEKI? SERVICE (4- SCH 40 PVC AT 2 %)
PG
PROPOSED GAS MAIN
PGS --
PROPOSED GAS SERYIC£
PTEC ---
PROPOSED TEI EPNONEIEL£CTRIC/CABLr LINE
HOPE
HIGH DENSITY POLYETHLENE PIPE
(TYp.)
T)PICAL
e�
PROPOSED RETAINING WALL
CCB
GAPE COD BERM
PROP. DRIVEWAY TRENCH DRAIN
MN,5TRU ON NQT S
1. THE PROPOSED DRYWELLS SHOWN SHALL HAVE A MINIMUM
OF 12" CRUSHED STONE BENEATH TO PROMO rE Sl'ORMWATER STORAGE:
2. ALL UTILITY CONSTRUCTION WILL MEET T014IN STANDARDS, INCLUDING
7HE SUPPLY OF SUFFICIENT WATER PRESSURE TO THE UNITS 11?HEN COMPLETED.
3, THE DEVELOPER WILL ENGAGE A FIRE PROTECTION ENGINEER TO DETERMINE
WATER SYSTEM PRESSURE AT HIGH POINTS IN THE DEVELOPMENT AND PROVIDE
WRITTEN RESULTS TO THE LEXINGTON ENGINEERING DEPARTMENT PRIOR TO
ISSUANCE OF AN OCCUPANCY PERMIT.
NO
1. 7NE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED
HEREON WERE OBTAINED FROM A PAR'77AL FIELD SURVEY CONDUCTED ON
FEBRURY 8 -11, 2013 BY SULLIVAN ENGINEERING CROUP, LLC:
2. THE LOCUS PROPERTY DEPICTED IS LOCATED IN ,ZONING DISTRICT RO.
J. THE LOCUS PROPERTY 1S DEPICTED AS LOTS 137 AND 138 ON THt
TOWN OF LEXINGTON ASSESSOR'S MAP 83.°
4. THE LOCA77ON OF ALL UNDERGROUN) UTILITIES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. T,,IE DESIGN ENGINEER DOES NOT WARRANTY IVOR
GUARAN7FE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED7.
THE CONTRACTOR, PRIOR TO COMMENCE'ME'NT OF CONSTRUCTION, SHALL
VERIFY THE LOCATION OF ALL UTLITIES AND CONTACT DIG SAFE" AT
1- 888 -- 344 -- 7233.
5. THIS' PLAN DOE'S NOT S)gOW ANY UNRECORDED OR UNW51'ITTEN EASEMENTS
WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE
TO OBSERVE ANY APPARENT WSIBLE USES OF THE LAND; HOWEVER, 77,#S
DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST
6, THE ELEVATIONS DEPICTED HEREON WERE BASED UPON THE 1929 NOVO DATUM.
7. THE LOCUS PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE AS DEPICTED ON THE
LATEST FL DOD INSURANCE RATE MAP.
8. UTILITY WORD IN ROBINSON ROAD TO BE COORDINATED WITH 4 RECONSTRUCRON
WORD PROPOSED BY 'TOWN
LEXINGTON, MASSACHUSETTS
APPROVAL OF THIS PLAN BY
HAS BEEN RECEIVED AND RED
OF APPEAL WAS RECEIVED DI
SUCH RECEIPT AND RE�ORDIj
TOWN CLERK
4
-I TOWN CLERK OF THE TOWN OF
REBY CERTIFY THAT THE NOTICE OF
E LEXINGTON PLANNING BOARD
,OED AT THIS OFFICE AND AID NOTICE
VG THE TVIENTY DAYS NEXT AFTER
OF SAID NOTICE.
DA TE•
22 MOUNT TERROR ROAD
.BOXF°ORD, MA 0192,1
(978) 352-787t
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