HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 16 Dwg C-10a
0
n
N
N
0
0
0
N
ca
j
COVER MARKED
"SEWER"
20 "x12"
TAPPING SLEEVE
EXIST. 20"
FORCE MAIN —
N
z
O
1=
w
J
W
155
150
illy
KL
135
130
I
I G — %itrl
12" MIN.
TAPPING VALVE
12" D.I.
FORCE MAIN —
DETAIL
NOT TO SCALE
ROADWAY
SURFACE
VALVE BOX,
51/2" SHAFT,
SLIDING TYPE.
TAPPING SADDLE
FOR A 1" CORP.
STOP
HARTWELL
D£RoslroRSII�
rRUsr Co.
REMOVt-AND /
REPLACE BIT./
CONC. SIDEWALK
AS REQUIRED-7
1,42�I
D YL e
�.,,..n FF 4K
FLAG PD tC
12" D.I. F
143
\" -•. D YL
LIMIT OF RIGHT OF WAY, TYP
PLAN
SCALE: 1"=30'
6
e
-14�_
-149-
-7
152 -
--1,
L
REMOVE AND REPLACE
SLOPED CURB AS's
AVE.
REMOVE NO
REPLACE \
BRICK ' \\
REQUIRED
lk BIT.
CON
C.
PVMT.
DYL MDpw
C rRgO
7ys
� WHI
45 PAINTED
INES
LIMIT OF PAVEMENT OVERLAY,
SEE "KEYWAY DETAIL" DRAWN
NO. C -16, TYP.
70 +00 71 +00 /Z +UU
lQroU ll✓ UO �Zt00
PROFILE
SCALE: HORIZ. 1 " =30'
VERT. 1 " =3'
x
141
155
W�
150
145
V)
Z
O
J
W
140
135
130
�il.�
I�� 111
s 1" CORP. STOP
vl
STA. 74 +09.85 CONNECT
1 " TO EXIST. 20" D.I. FORCE
MAIN WITH TAPPING SLEEVE
AND VALVE TH VALVE BOX,
SEE DETAILUA THIS DRAWING.
s,
OMH7p52 �
N
h d-
Z
SRS
� 144
143
22 AS
-BIT. ?
001,
PVA4T.
a' \0
Q
b � 1
1
f
.66000 2
°o
�2}2 /J'FU /YTVV
74 +09.85
{ p T jFoO
5' 0' S' 10'
1 " =3'
25' 0' 25' 50' 75' 100' 125'
1"=30'
x�
NOTE:
WORK OF CONNEC PION HI
EXISTING FORCE MAIN IN
BEDFORD ST. IS TO BE
PERFORMED DURING LOW[ 5l
TRAFFIC PERIOD, BE IWELN
TBM 11:OOPM AND 6:00AM.
TOP OF 5/8 " IRON ROD WORK PRIOR TO 7:00AM
W/ YELLOW CAP, FLUSH REQUIRES VARIANCE TO III
�Rd EL. 146.77 OBTAINED FROM TOWN
c/ MANAGER.
O
147 (�
_ T
� "J
® 000
145 ® 66� ✓ e
4$ W
REV DATE DESCRIPTION DRAWN APPV0
DEPARTMENT OF THE AIR FORCE
847 SPTG / CECE
HANSCOM AFB, MA. 01731
BASE CIVIL ENGINEERING SQUADRON
FAY, SPOFFORD 8: THORNOIKE, -INC. DRA`MNG -NO,
LEXINGTON. MA REPAIR SEWER FORCE MAIN
COORDINATION HANSCOM AIR FORCE BASE, MA. 1����
SAFETY CHIEF, O&M
V� 1
CONTRACT PROGRAM STA. 70 +00 TO BEDFORD STREET c, L
SECU - - -
COMMUNICATIONS
CONSTRUCTION MGT
CHIEF, ENGINEER ,
FIRE CHIEF
CORROSION CTRL
BEDFORD
S
.
ELECTRICAL ERO
USING AGENCY
1
1
STRUCTURAL EW
NCOIC , DRAFTING
VAULT EKE RUMBER
$
14�50rao
APPING SADDLE W1 1"
BIT. CONC, SIDEWALK
CORPORATION STOP I STALLED
EXIST. 20" D.I.
FM
T THE TOP OF THE IPE AT
E HIGH POINT
EXISTING GROUND SURFACE-
B— 2
�WATE
I
15" RCP DR I
MIN. COVER
ON.
- --
AS SHOWN
12"
28
o)
23
D
12.0'
to
z
70 +00 71 +00 /Z +UU
lQroU ll✓ UO �Zt00
PROFILE
SCALE: HORIZ. 1 " =30'
VERT. 1 " =3'
x
141
155
W�
150
145
V)
Z
O
J
W
140
135
130
�il.�
I�� 111
s 1" CORP. STOP
vl
STA. 74 +09.85 CONNECT
1 " TO EXIST. 20" D.I. FORCE
MAIN WITH TAPPING SLEEVE
AND VALVE TH VALVE BOX,
SEE DETAILUA THIS DRAWING.
s,
OMH7p52 �
N
h d-
Z
SRS
� 144
143
22 AS
-BIT. ?
001,
PVA4T.
a' \0
Q
b � 1
1
f
.66000 2
°o
�2}2 /J'FU /YTVV
74 +09.85
{ p T jFoO
5' 0' S' 10'
1 " =3'
25' 0' 25' 50' 75' 100' 125'
1"=30'
x�
NOTE:
WORK OF CONNEC PION HI
EXISTING FORCE MAIN IN
BEDFORD ST. IS TO BE
PERFORMED DURING LOW[ 5l
TRAFFIC PERIOD, BE IWELN
TBM 11:OOPM AND 6:00AM.
TOP OF 5/8 " IRON ROD WORK PRIOR TO 7:00AM
W/ YELLOW CAP, FLUSH REQUIRES VARIANCE TO III
�Rd EL. 146.77 OBTAINED FROM TOWN
c/ MANAGER.
O
147 (�
_ T
� "J
® 000
145 ® 66� ✓ e
4$ W
REV DATE DESCRIPTION DRAWN APPV0
DEPARTMENT OF THE AIR FORCE
847 SPTG / CECE
HANSCOM AFB, MA. 01731
BASE CIVIL ENGINEERING SQUADRON
FAY, SPOFFORD 8: THORNOIKE, -INC. DRA`MNG -NO,
LEXINGTON. MA REPAIR SEWER FORCE MAIN
COORDINATION HANSCOM AIR FORCE BASE, MA. 1����
SAFETY CHIEF, O&M
V� 1
CONTRACT PROGRAM STA. 70 +00 TO BEDFORD STREET c, L
SECU - - -
COMMUNICATIONS
CONSTRUCTION MGT
CHIEF, ENGINEER ,
FIRE CHIEF
CORROSION CTRL
ARCHITECT
MEDICAL. S
ENVIRONMENTAL
ELECTRICAL ERO
USING AGENCY
ENERGY CONSERV.
STRUCTURAL EW
NCOIC , DRAFTING
VAULT EKE RUMBER
SECT. CHIEF, ENG'A ENV PLNG 8R BASE SMGINIJR
CIVIL ENGINEER r- TV> DATE 12 AUGUST 1993
MECHANICAL ENC SCALE AS WIT D
MXRD92- 6035 - - --
DRARN BY CAP /CAO /DBR PROJECT NUMBER -
SKEET t 6 _ OF > I