HomeMy WebLinkAboutSD-130-16Scale: None
A -
.END VIEW
Dio. A 8 G 0 E. R
12° 4" 2` d' 4-07$1 2 -0• 2`• 9"
15" 6" 2' -3' 3' -IQ„ 2`-6`, 2�4 If
J oints may be furnished with either Bell &
Spigot or Tongue 8 Groove ends.
R.C. PIPE
t2
SECTION A -A - SLOPE --
A
PLAN
WL
/SLOPE
PIES
2
Rd = -IOIla "
R2= 9."
SLOPE ):i (6 "MIN.
SIDE ELEVATION T
FLARED END SECTION WITH RIP -RAP SLOPE
NOT TO SCALE
APPROVED BY
LEXINGTON PLANNING BOARD
DATE
s
1, CLERK T
OF THE TOWN OF LEXINGTON, MASS.,
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 APPEAL WAS RECEIVED DURING THE TWENTY
DAYS NEXT AFTER SUCH RECEIPT AND RECORDING
OF SAID NOTICE.
DATt AeyjjrT*N CLERK
TOP ELEV7.= 173.23 EXIST. DMH
INV= 170.1(15' RCP) DRAIN 4 /S'7
RIM = 174.48
EASEMENT NV= 170.72(15 ^RCP) 2e44
INV= 17082(CB LEFT)
PARCEL "C" INV= 170.87(CB RIGHT)
b4 x18 "r GtZfs.N fTE EP411dfa -
Z' a 7• IGK YAVER-5 i,. EXIST. CB
, RIM = 173.7 6 Lit, NV= 170.96 6 r PROP. CB 9 AND SETNC /
/
RIM = 174.90
to" OKAVF_L e15E -- -_ __ � � �'i; 1,F9 wV =171.45
c
k�
�/ + n4.7s / 5 WIDE SIDEWALK TO BE
111- I11�= 111I�Rt 11�1�1� � � EXIST. SMH � j � � EXTENDED TO MAPLE ST
RIM= 174.83 / \
INV= 1ss.os _ � �/
WIDE SIDEWALK _
1111= $ 1111 5 0
1111100, -
�" QROP°5�0 + 4.95 D _
q/�/ 7/ D \ '
_ ��) t--�t' L 1- \�.TZ.RNA -rf, - �'- EXIST. 8" PVC SEWER
5 � YV IDF, �.7�1�R� 4 (�rAH t 1 E, �i -ti.jED I F;,VYAt -mot\ W�a 2 BEND 1/2 END `-- fl
F7-4-X-4 � - -... ----- --
1/4 BEND S + 175.70 ROAD
^^ EXIST. 8" CLDI WATER
PROP. SION 11 S 8 "X8 "T & G 174.76 =
+ 174.40 a
4'- O' "` _ / ` G PROP. CONC. '� EXIST. CB
ELEC. \ ENCASEMENT �Q RIM =173:82 EXIST. CB RIM & GRATE
NV =no.s2 TO BE ADJUSTED TO MATCH
�c +174.15 PROP. STREET ELEVATION
OUTLET � ----- - - - - -- - --,� � � e ,,/
.r G�GP / / PROP. CB 10 � 741,c
PIPE :;: Y RIM= 174.90 / �\ AND ALIGNMENT
A 00000 00000 1- A � INV= 171.55 �� _ \ /F -I�is� 'k17.04
A Lood OCt 00000 A
EXIST. HYDRANT p
'Ile 0❑ 000 ❑❑ RELOCATION TO BE 7 ? 00th 00000 001 00000 1 Q ; DETERMINED 00 C70DC}[� �+ IN FIELD � 174.85 7s.sz
OC I�0000 IF NECESSARY \
� t. >,' -- v. a ' :.�• ' a��� i / 175.33 OBE � //�C .
- 6" S
PLAN VIEW DETAIL
NEENAH R -3531- B SCALE: 1 " =20'
TURNPIKE INLET FRAME ' >>
AND DOUBLE GRATE 60
4' -1 112' OR EQUIVALENT Z
c�
a
2` MIN WITH m
CL I2 RCP 3' _ 1C.. FRAME TO BE SET IN y
CUTS!££ Or --- -- - - -- j FULL BED CF MORTAR' �� 7 82 \
PIPE Fz 2•'
CLEARANCE
4. S ELEC.
c- ROTONDO & SONS - - I ` BOX >>
-------- PRECAST PUMP
f CHAMBER PG 4X4
PROVIDE " V OR EQUIVALENT EXISTING PAVED TURNAROUND AND LANDSCAPED ISLAND
"/ /
OPENING
c _ TO BE REMOVED AND REPLACED TEL.
r MORTAR ALL _JOINTS BY STRAIGHT SEGMENT OF STREET 81.02
\B °x
s' M AND SIDEWALK. ANY AFFECTED LAWNS /
'CAST IRON TRAP OR DRIVEWAYS SHALL BE EXTENDED !-
WITH CLEANOUT v TO MATCH PROPOSED PAVEMENT. /
NEENAH R -3705 PROVIDE WEEP HOLE
(SEE PRELIMINARY DECISION BY LEXINGTON oaf � k 1a2�a a s
OR EQUIVALENT I s" PLANNING BOARD, DATED FEB. 27, 1989) � � � � / /181.70
EXPOSED AREAS TO BE REPLACED
WITH 4" LOAM & SEED AND GRADED PROP.
CRICSS SECTION VIEW A -A TO TOWN OF LEXINGTON REQUIREMENTS �\ / k1a2� +181.83 SMH 1 /
FOR MINOR STREETS. SEE STANDARD y BoBOPR °P °sEo
DETAILS SHEET 17 OF 21.
DOGELE GRIATE CATCH EAE }N 54 l/
_ EXIST. SMH 12}1/2 BENDS + 182.62
- RIM = 181.05 /
_. -... - ........ /� INV= 173:05 CONC.ENC� i128END \
CAW.VIAN "HEML.&k 10 e* FLAtt%DA IA I.OT `I 1g0 / 30 2Q 1/2 WEND
W I Ci{OB OP FATN _ $' ON fXNiW. -�
+ 181.37
EXIST. HYD. / -�� r f 174
-`$ WIDE InAto t02>;�CK{GTION UNE -172
170
O ELEC. BOX
L
CABLE TV
-
�
PROPOSED WATER BOX
. , CONNECTION LOCATION DETAIL
TO BE VERIFIED IN FIELD. SCALE' 1 " -20'
�63 ' Y - � ?�OVL9�icS "fn MAR(c O"tHER .
' EDftE Of EASEMEFI'f
t' DEKH OP WOOD GNIPS WITH
6A-e or (,0MrA0TtD 6U549AD6
COMMOTE -0 ezk FAV5
30 0
�����1�t�irl {{l��t�lliV-111d11311I= IIl31i.11= 11111
EASEMENT
20= 0
PATH DETAIL BETWEEN LOTS 4& 5 16' -0"
NOT TO SCALE "BIT CONC. PAVEMENT
I I/2' WEARING COURSE
11 /2 "BINDINGCOURSE 3/8" FOOTMIN.
2•��'pY..
12' GRAVEL, 2 LAYERS
TYPICAL COMMON DRIVE SECTION
NOT TO SCALE
A
DWG. NO.: 1538.62
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