HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 10 Dwg C-4O
ro
N
n
N
No
n No
l
a
O
N
N
0
130
12�
V)
Z
O
120
w
J
W
- G -221D
115
110
r
W
W
w
8
N
N
r
z
mvll�l D7 III
INSTRUMENTATION
LABORATORY
72" RCP —� 1 ?0 120 rT X69 t
o-- -o- - — o-�t- -.-_D— _ - 1 = 1i
pvc
7y Y
12" 0.1. FORCE MAIN
81T. CONC. PVMT. DYL-
D YL
---------- 123 ---------
----------- 122 ---- z; -:2
i - - - - -- - -- 121- --
121- �./$/------- -_ '
e 14 14 0 WALE
HAY BALES AND SILT
FENCE, TYP., FOR DETAILS S
SEE DRAWING NO. C -16 s
\-7—
�i{Sy
664000
E
i�
�r
rn
s
I FRONT CAP SOLT
ON HYDRANT
EL, 126.13
f 124 #— - - -- -123
DYL
MHITE ARROWS
18"
POND
REMOVE AND REPLACE
GRANITE SLOPE EDGING
AS REQUIREDy�
Ho Z� 44 4 �e
q °Rq�r)
PLAN
SCALE: 1"=30'
-
! AVE.
G.
/ , E 66400 0k
i \
1
119 ,�._ ..` . _• i . i
LIMIT OF PAVEMENT OVERLAY,
SEE "KEYWAY DETAIL" DRAWING
NO. C -16, TYP. o
DYL DYL
12" D.I._ FORCE
T1F/1s.+ i
A
LIMIT OF RIGHT OF WAY. TYP.
CA
�vtl
w
W
OJ W
_._ U)
Io
_ _ M
1N�ADW15 -79 I s
I
22 +0 , 22roo" 23 +00 two' 24 +00 21+00' 25 +00
6400 26 +00 "-ioo
PROFILE,
SCALE: HORIZ. 1 =30
VERT. 1"=3'
27 +00 z'++••
• 10,
r
• • •• N
28 +00 28c1b'
29 +00 zycoo' 30 +00
�1 +S5�
vil
130
125
V)
120 Q
I.t
1
ICI
115
110
DATE_ I DESCRIPTION DRAWN APPV0
DEPARTMENT OF THE AIR FORCE
647 SPTG /CECE
HANSCOM AFB, MA. 01731
BASE CIVIL ENGINEERING SQUADRON
_FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO
LEXINGTON, MA
COORDINATION REPAIR SEWER FORCE MAIN
-- HANSCOM AIR FORCE BASE, MA.
SAFETY CHIEF, DAM
STA. 22+00 TO STA. 30 +00 cI L
SECIAR CONTRACT PROGRAM. ��ttww�� NO
COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, EcNG ! ENV PUJG BR BASE CIVIILENGINEER
FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 -
MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _
MXRD92 -00-35
USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUMBER
NCOIC , DRAFIRM VAULT FLE NUMBER SHEET 10 _OF 51
i
EXISTING STREET SURFACE
B -11
B -10
' avEQ A6ovE G" D1 %vQ
` --
30 h
5" 4A5- s(RV, g
4WER
44
6" DI
%1
24" RCP DRAIN
& UAL1 xhjlm b" R1 Sbwtg
-- --.
lklknIz MA"
5.01
18" RCP DRAIN
t
7'-8"
00
10.0'
m
Oi
28
16
ri
12.0'
z
12.5
z
22 +0 , 22roo" 23 +00 two' 24 +00 21+00' 25 +00
6400 26 +00 "-ioo
PROFILE,
SCALE: HORIZ. 1 =30
VERT. 1"=3'
27 +00 z'++••
• 10,
r
• • •• N
28 +00 28c1b'
29 +00 zycoo' 30 +00
�1 +S5�
vil
130
125
V)
120 Q
I.t
1
ICI
115
110
DATE_ I DESCRIPTION DRAWN APPV0
DEPARTMENT OF THE AIR FORCE
647 SPTG /CECE
HANSCOM AFB, MA. 01731
BASE CIVIL ENGINEERING SQUADRON
_FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO
LEXINGTON, MA
COORDINATION REPAIR SEWER FORCE MAIN
-- HANSCOM AIR FORCE BASE, MA.
SAFETY CHIEF, DAM
STA. 22+00 TO STA. 30 +00 cI L
SECIAR CONTRACT PROGRAM. ��ttww�� NO
COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, EcNG ! ENV PUJG BR BASE CIVIILENGINEER
FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 -
MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _
MXRD92 -00-35
USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUMBER
NCOIC , DRAFIRM VAULT FLE NUMBER SHEET 10 _OF 51