HomeMy WebLinkAboutSD-484-6FORMERLY RFP FAMILY TRUST n ,i
/ NOW OR FORM i
/v I ""``�� f
RICHARD F PERRY TRUSTEE = I 2G
ER/p i 3 yl MAP 39, PORTION OF LOT 26 I -Cn
1
/ /
20 10 II
a h
/'4.4/v 4 BAS ®I ®
/°SOS/�UP�� wo1 0�II®I®'��I,®
87 , ISI ®I® �'� �' �. �I.
v- ,
® (5
' t UPtl'; j..i3 ®' ®, ® \1 JPL i leis - ---.__..------------- -- -- -- - - _.. - -- 5
PROPOSED
45 24
g" y2" ° 12 ✓ _ ® ! �I ISLAND APED
NO
`e.+usra C----0--_"G----c"---
NO
"---._.
r 72 C'" 78" o--- o--
FORMERL Y - - -
NOW OR �--
MARTIN L KILSON, ✓R. LIVING TRUST AND MARION D. DE
8. KILSON 11996 TRUST DEED BOOK 51403, PAGE 169 \
�I I PRO OS
15" �I /' EO PCB#1 A'
`' i„ ,n, = r..:.._ LOT 8 PD -5 6" DI 7
AREA 7
,S` U 54 ` POFMN >� ". WATERS \ OF SUNKEN 2
-- r A, i _ h ... _ t , ---- --- ,--I - r L AREA=15, 892±S F. - -- - ._ _. \------------ - _ F -- - - -- --- ------ - - - - ---- ------
v v r �� 240 /
a PO -4 3 GARDEN 240
+: --EXISTING EXISTING 10' (RIGHT)
XPO= ROCK ��� �� � r SEE NOTE 5. � �� � .. ';r � . A � � OFFSET GRADE
ti
OUTCl7��p i=237.0
I- p
_. �n ^vim I
t�TPROPOSED ��T CONNECT TO (; PROP. 8" r0 h` *a<
15:fi i=231.0 I. SUBSURFACE I EXISTING] I 6" REDUCER �` , bl� 1:'< - -.
INFILTRATION i-236'5 EXISTING 70' (LE T) _
l I SYSTEM I (SEE OTE
��6% (i �'`3 OFFSET GRADE _
3�; I (PS/S)
i �,
PD-2 CONNECT TO
h�., I 1� mi ,I 1� "'TA PD -1 WATER MAIN IN
15" 27" PTEC I , I'? ° T -q"Or ` . �
I l za+ a PELHAM RD.
71"`WATER SEE NOTE J.
LOT 7
..
_ AREA=16077tS.F. � �-- NO I i '�, ; I � � NOW OR -------_-___.._._.---------- ------ ���;� �h�.-� �. �A � ,; �?.�'=----- ----
SE236.OTE 5 1 I� x�f; , - 5
I' O
FORMERLY
E
� , 35 � � 23
C1.ONNECT TO / 7 d ^I W PLACE ING 21
EXISTING .
(SEE NOTE
PCDS 3
6 E' LRL"E i-231.9 0 ,,. a L_ _:_ i=27 9--E.I o 1 �� p( #
:ANO,- Y
PSMH#5 v
li
11+92 Q . PD -3 I: r -
�I
PROPOSED
v yf 8'Sp
SEWER PCB#2
NOW OR FORMERLY
j 110
SERVICE
0� pl TES
RFP FAMILY TRUST TSSp nj V I� Sp 3
MAP 39 F. PORTION PERRY TRUSTEE PD -2 g0�6i,� _ Ill L=,�70'
OF LOT 26 a ` ���- S PCB#2 9 .' f 230 - - ---- -- - --- -._._ - -- - --- S - -- -- -- - - ---- ---- - 230
B j/f
CDS#3 T,,,4N 3 E�E7�'
j� 999
PROPOSED FIRE QS5�I Y,!V9=240.7 PROPOSED
HYDRANT WITH s" I t » a ,. PSMH#4. PROPOSED
GATE VALVE 8 �J-235.1 PSMH 5 SEWER SEWER PROPOSED
2
Q/ 1 STA: 11+60.9. 4.4RT SERVICE SERVICE SEWER
„ _
'`LOT ` 9 s TO LOT 4
_ r = r LOT s
PROP. 8 TO 6 REDUCER . - { , , .{.°.' AREA=13,792tS.F. ... ,.. ,: ,PD 1 '. I I 1 � R-243.8 �SERI/10E
i=230.7 TO LOT 3
10,c I � . _ CONNECT TO
i=231: s wKa P �G, .; P „ . I °p SCALE: 1 » _ 2 VERT. PSMH#4
k ( STA: 10+46.5, 4.7RT
��OHVV----- - 1 20 HOR. LINE IN PELHAM
i
EXIST/NG SEWER
c PROPOSED TEC
LOT V DRIVEWAY o.. s {` PCB#1 J r` y_ - I 1 0 1 2 4 VERT R=240.5 RD. SEE NOTE 3
AREA=15,5fOtSF. , e 7 �i i=228.5
TYP
4 APRON c
i=228.5
( ) 10 0 10 20 40 'HOR.
NOW OR FORMERLY C ��� z ti -2tvv I r All
F4 PjEC - ��' I �� 2125
RFP FAMIL Y� TRUST i 0' �•" 4 a i-229.6
225
RICHARD F. PERRY TRUSTEE _➢_ � ��T �2� j8 11192 111 00 101 00
MAP 39, PORTION OF LOT 26 0 ° CONNECT E EXISTING
30 / -
ru � �� �q��%/6�\� (SEE NO 7E 3) �� �,1r 7 �j
PROPOSED monLE VIEW
SIDEWALK J
F 10
- - TYP.
;, Py - --- _✓ -__.: III I I IS
DRAINAGE PIPE TABLE
DRAINAGE STRUCTURE TABLE
NAME/TYPE
SIZE
STATION
OFFSET
RIM ELEV.
INV. ELEV. IN
INV. ELEV. OUT
PCB#1
HDPE
2J'
9.0 LT
240.3
PCB#2 TO PCDS#3
1=236:6' (PCDS#3)
PCB#2
2 FT
10+50.0
9.0 RT
17 h
12"
I
PCDS#3
1.09
10+56.3
8.3 RT
240.4
=236.4' (PCB#7)
1=236.4' (PCB#2)
L07 5 �.
POFMH
PD -5
10+67.8
105.5 RT
242.0
1=236.9' (PSIS OUT)
1=239.0' (ROAD)
d
SEE SHEET 70 FOR PROPOSED SUBSURFACE
�,
G�
NAL
PREPARED FOR
® PCDS PROPOSED CDS (WATER QUALITY UNIT)EM PROPOSED CONCRETE WHEELCHAIR RAMP
INFILTRATION SYSTEM DETAILS
AREA -15, 543tS F.
RFP FAMILY Tl ST
• POFMH PROPOSED OVERFLOW DRAIN MANHOLE
i
b V I
L� JL
PROPOSED DETECTABLE WARNING PANEL i= INVERT ELEVATION 6.
DECLARE TO THE BEST OF MY WCR WHEELCHAIR RAMP
CONTRACTOR TO PROVIDE A SUBSURFACE
I
SCALE. AS NOTED DATE: FEBRUARY 11 2020
_ PROPOSED fi
PROFESSIONAL • PSMH PROPOSED SEWER MANHOLE
INFILTRATION SYSTEM OVERFLOW, AS SHOWN ON
FILIERMITT
SHEET 10,1 TO BE CONNECTED TO THE FUTURE
I
THIS PLAN WAS PREPARED IN ACCORDANCE R= RIM ELEVATION
PD PROPOSED DRAIN LINE o
NS PROPOSED PIPE SLOPE � Z 3 ZG-�.----
PROPOSED CATCH BASIN WITHIN PELHAM ROAD TO
TYP
WITH THE RULES AND REGULATIO OF THE S=
PS PROPOSED SEWER LINE
BE INSTALLED BY THE TOWN.
OF DEEDS.
REGISTERSDATE:
PWS - PROPOSED WATER SERVICE SDR35 PVC GRAVITY SEWER PIPE GRADE SDR35
ASSOCIATES
ICY
PW PROPOSED WATER LINE PSMH PROPOSED SEWER MANHOLE
r -Y r``�
,-✓FY�(� s,i/ .,.q/ F.„
d/� 14 7"l 8"
�I
O PROPOSED HYDRANT PCB PROPOSED CATCH BASIN
DRAINAGE PIPE TABLE
DRAINAGE STRUCTURE TABLE
NAME/TYPE
SIZE
STATION
OFFSET
RIM ELEV.
INV. ELEV. IN
INV. ELEV. OUT
PCB#1
HDPE
10+50.0
9.0 LT
240.3
PCB#2 TO PCDS#3
1=236:6' (PCDS#3)
PCB#2
2 FT
10+50.0
9.0 RT
240.3
12"
1=236.6' (PCDS#3)
PCDS#3
1.09
10+56.3
8.3 RT
240.4
=236.4' (PCB#7)
1=236.4' (PCB#2)
1_236.4' (PSIS IN)
POFMH
PD -5
10+67.8
105.5 RT
242.0
1=236.9' (PSIS OUT)
1=239.0' (ROAD)
DRAINAGE PIPE TABLE
PIPE
PIPE LOCATION
SIZE
MATERIAL
LENGTH
SLOPE
PD -7
PCB#1 TO PCDS#3
12"
HDPE
14 FT
1.i1%
PD -2
PCB#2 TO PCDS#3
12"
HDPE
2 FT
3.29
PD -3
PCDS#S TO PSIS /N
12"
HDPE
39 FT
1.09
PD -4
PSIS OUT TO POFMH
6"
HDPE
7 FT
1.19
PD -5
POFMH TO ROAD
6"'
1
HDPE
29 FT
1
7.59
�i
( - s 7�n ;'`.. a'� l
�y &`
®� ®I' e 'L+ ' ®I '' 1� I ® i a"f a�F ® I m I ® I. ® I �' l mm 1 1' �`i ®' ®I I, I ��:-'�-;_� N07ES MASSACHUSETTS. HERE LEXINGTON,
r11-, ®I __-.-.-_ �. a /I I n' THIS PLAN BY THE LEXINGTON PLANNING BOARD THAS OBEEN PRECEIVEDF
�'� - `! °�!!''' '� c '_ �-1 ®� ®�: ®-=®� _ - :U" " I � 1. SEE SHEET 3 FOR EXISTING SOIL TEST PIT DATA. AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS:
y
�l I I I RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND
NOW OR FORMERLY �11 .� 2. SEE SHEET 2 FOR TEMPORARY BENCHMARK CHART.RECORDING OF SAID NOTICE.
NOW OR FORMERLY'
CONCORD-ASSABET FAMILY AND ADOLESCENT SERVICES, INC. JPL 77/!C i.
WILLIAM L. &' AMANDA S. W. i YOUNG DEED BOOK 27198, PAGE 29 d_ ;��, J. TOWN TO INSTALL SEWER AND WATER STUBS WITHIN
DEED BOOK 26410, PAGE 571 PELHAM ROAD TO THE SUBJECT PROPERTY PER THE
PELHAM ROADSEWER REPLACEMENT PROJECT. PRIOR TOWN CLERK DATE
PLAN VIEW TO CONSTRUCTION OF UTILITIES, CONTRACTOR TO
VERIFY THE LOCATION AND INVERTS OF THE n'
GRAPHIC SCALE PROPOSED SEWER AND WATER STUBS FROM THE BEECH CH TRL/ Ll LA ! TV TLl
SCALE: 1"--20' LEXINGTON PLANNING BOARD TOWN. ANY DISCREPANCIES IN THE PROPOSED
DESIGN SHALL BE IMMEDIATELY REPORTED TO THE
Io 0 10 20 40 ao DEFINITIVE SUBDIVISION
ENGINEER..
BD
4. ALL PROPOSED SEWER MAINS OR SERVICES SHALL
UTILITY PLAN & PROFILE
FOR REGISTRY OF DEEDS USE ONLY PROFUSED PROPOSED ROADWAY BE INSTALLED
WITH A AND/ R 0 MINIMUM OF 10' SEPARATION &SN OF MASS LOCATED IN
VERTICALLY BELOW ANY AFP /�I I I
SD- 444
PROPOSED CAPE COD BERM
-- - -- - PROPOSED VERTICAL GRANITE CURB * PROPOSED SIDEWALK
WATER MAIN OR SERVICE. IF NEITHER SEPARATION
o� 9G
a MICHAEL �.
'� �
LEXINGTON, M. SS. CHUSETTS
p
SEE SHEET 2 OF 10 FOR
CAN BE ACHIEVED THE SEWER PIPE SHALL BE
NOVAK 1H
r f I
i PROPOSED FILERMITT EROSION CONTROL
GE[�TE'RAL NO'T'ES' AND LEGEND - - - - LIMIT OF WORK � PROPOSED GRASSED ISLAND
ENCASED 1N CONCRETE FOR A DISTANCE OF 10' ON
� CIVIL I
I
/MIDDLESEX COUNTY)
l
EITHER SIDE OF THE CROSSING.
No. 50696 /
■ PCB PROPOSED CATCHBASIN
� PROPOSED DRIVEWAY APRON
ERE
• PDMH PROPOSED DRAIN MANHOLE 5.
SEE SHEET 70 FOR PROPOSED SUBSURFACE
�,
G�
NAL
PREPARED FOR
® PCDS PROPOSED CDS (WATER QUALITY UNIT)EM PROPOSED CONCRETE WHEELCHAIR RAMP
INFILTRATION SYSTEM DETAILS
RFP FAMILY Tl ST
• POFMH PROPOSED OVERFLOW DRAIN MANHOLE
i
b V I
PROPOSED DETECTABLE WARNING PANEL i= INVERT ELEVATION 6.
DECLARE TO THE BEST OF MY WCR WHEELCHAIR RAMP
CONTRACTOR TO PROVIDE A SUBSURFACE
I
SCALE. AS NOTED DATE: FEBRUARY 11 2020
PROFESSIONAL • PSMH PROPOSED SEWER MANHOLE
INFILTRATION SYSTEM OVERFLOW, AS SHOWN ON
KNOWLEDGE, INFORMATION, AND BELIEF, THAT -PTEC- PROPOSED TELEPHONE/ELECTRIC/CABLE L= PROPOSED PIPE LENGTH
SHEET 10,1 TO BE CONNECTED TO THE FUTURE
THIS PLAN WAS PREPARED IN ACCORDANCE R= RIM ELEVATION
PD PROPOSED DRAIN LINE o
NS PROPOSED PIPE SLOPE � Z 3 ZG-�.----
PROPOSED CATCH BASIN WITHIN PELHAM ROAD TO
MERIDIAN
WITH THE RULES AND REGULATIO OF THE S=
PS PROPOSED SEWER LINE
BE INSTALLED BY THE TOWN.
OF DEEDS.
REGISTERSDATE:
PWS - PROPOSED WATER SERVICE SDR35 PVC GRAVITY SEWER PIPE GRADE SDR35
ASSOCIATES
-OP PSS PROPOSED SEWER SERVICE PDMH PR OSED DRAIN MANHOLE
PW PROPOSED WATER LINE PSMH PROPOSED SEWER MANHOLE
REQ /��+ION�+
Vt J J
500 CUMM ET, SUITE 302
INGS CENTER, SUITE 5950 69 MILK STREET,
O PROPOSED HYDRANT PCB PROPOSED CATCH BASIN
BEVERLY, MASSACHUSETTS 01915 WESTBOROUGH, MASSACHUSETTS 01581
N PROPOSED WATER GATE PSIS PROPOSED SUBSURFACE INFILTRATION SYSTEM
FOR MERIDIAN ASSOCIATES, INC. DATE
TELEPHONE: (978) 299-0447 TELE?HONE: (508)871- 1 7030
I
PROPOSED WATER REDUCER PROP. PROPOSED
WWW.MERIDIANASSOC.COM i
.REVISED' PER ENGINEERING COMMENTS
CSB
MAC
No. 6 OF 10
PROJECT No. 5862-1
BIT. CONC. BITUMINOUS CONCRETE PAVEMENT TYP. TYPICAL 1 4/7/20
DI
DESCRIPTION
BY
CHK'D
PROPOSED SIGN DUCTILE IRONSHEET
DWG. No. 5862 -DEF -SITE NO. DA T6
..
Copysighl C by Meridian Associates, Inc. Allrightsreserved
SD- 444