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,ME N O 1�S i
i CoA/srRUCrioA/ 1. D UR ING CO, N STR UCTION SEWAGE FLOW FROM
. EAS',c -meA1 r 90" 0 .ecP SEWIFR a EXISTING 8" 0 AND 24" SEWERS TO BE I N TER -
ro eEA17'0M 56WAGE h ` CEPTED SHALL BE MAINTAINED TO EXISTING 90"
Tk'EATMEAIT PLANT INTERCEPTOR. DIVERSION OF SEWAGE THROUGH
NEW 90" SEWER PIPE SHALL BE MADE AFTER
/2" `YA7ee \� ACCEPTANCE OF WORK FROM JUNCTION STRUC-
.SLIPPLY TO REM TOM TURE NORTH TO EXISTING MANHOLE
SEwwGE recw"EMT
`\
PLANT J� 2. REMOVE W I THOUt DAMAGE THE 12" GATE VALVE
% EX /ST /A/G
FOR COA/NECT /ON \ MANHO1_E /wV943t AND THE WATER LINE FROM THE TEE TO THE NORTH
J THRUST BLOCK IAPPROX. 130 LF). PLUG TEE
SEE SPECS, BRANCH AS REQUIRED. TRANSPORT AND STORE
TN2u5T 5z-oek \ � � � EX/5 eNEAD THE SALVAGED PIPE AND VALVE AS DIRECTED.
I SEE NOTE 9
� e_ /lot THE PIPE NORTH OF EXISTING BULKHEAD MAY BE
SEE NOTE 2 � � \\ � ; I
3.
DEW4 8/7 _ _ ,S7,4 0 ,106, ♦o FULL, DEPENDING ON DOWNSTREAM CONDITIONS.
CHECK WITH THE SUPERINTENDENT OF THERENTON-
/VEIN' LOC4T 10N OF /2"0 I SEWAGE TREATMENT PLANT.
CAST IRCIV w.4TE1P P /PE \\ 9011
SEE TYP. TREIV CA/ RC P
SL= =CT /oN DWCr. 7
I)
50• — —
O 6ENE,PAL NOTES: � „E,�' /STING /5 4
O I 40RIO2 TO C0AA67R4(CT 10A1 C0"7"R,ACTOR I I C,MP, 70 gE
\1 SHALL vER/FY THE L OCAT/OAl AND I A8AAW0A/ED 1c0Ati57-A0`1.1Cr1OA1
h:4.ev4T /ON OF ALL EX /STING UT /L /T /ES 17� I SEE NOTE / EASEMENT
TO Be RE-Z OCA7`II OR I
!N rERCEP TED. p
2. THE COA/reACTOR SHALL COAITACr THE '
PROPER 41;r/I' AGEA/C Y 1O DAYS PRIOR
TO RELOCATION OF UT/L /T Y POLES AA/D 14
G41Y AMCf,/I rHAr 4,eE- /A/ COA/FLICr NN I I \
W /TN TNF_ NOS ,<
3. FOR ;rREMCH SEC710AIS SEE OF
DRAW /A/G 9 I I \ \ C2EE K
R/P,iE it 0A1
PERMAN� � O (I
E45El�1ENT O I I �EL OCATE EX 1.6TING
I I I2" 0 CAST /,eON MATER
,PIPE SEE SPECS. 41-SO ;
I I SEE NOTE 2
J!I�GT /OA/ 5'TPUGTU�PE \
,
SEE DWG. f, I I 4 E.Y /STING
S'TA. 0,169.7 e4'O CLASS\ 24 SAAB
SET Rlnrne r0 I I Q .PCP SEINER
I E,Y/ST/N6 d" SWA .. IM re eCERT B" S. ' I L,
-- - = 23 =9
f
ANEW M, N. 018-114 TEL. cavoLlir 6
VE/IriGAL TH2[J5T 5LOCZ 4-711--:
N ME'ASU�p /A/G M. y OL/CT .� %"A.C,
SEE DET. C17. COA/r,2A0ro,Q INK EL, 101,4z
UP RCP SEE NOTE /
59 4 L L AD.IUST T4 CL EAQ � h DErA /c Al 7
Ex/srlNG u r /�/ r/FS o�cyi _ _
. .. - . • .. I .6rA, /, 00. 00
Al 173,166. 33
I 0Cr 16:54,125.15 f3�P /D6E _
` FOB CONNC-CT/oN I
To EX/S•T 1Z "W4r5e 8TH y�sTuf3
MA /N L 3 t
SEC � EPCC 11S - , . ... . ......:..:.. .•.
• -EX /ST le-0 W4 r4P LINE
• SEE A/OTE ?
— — — 7Z" 0 eCP
-l" GA S KW.. r) Y - Afrl5T /P" GATE YAL VE
SEE NOTE 2
T
� UP
REA L A;A/MENr A5 PER
SUP pl�t/G. 2
• VP
PLAN
SCALE : I" = 10�
0
SMOOTH
"0,,4 TAKE'
%QAMSIT /OA/
L
z
r
rl-I
7
_
Nt
N
ti
0
SL /P - DA/ P. V C.
COL/PL /A/G
.1 �l
II
II
I II
1 I II
SLOPE
INN-
_ j i I
' SEE NOTE 3
1 I
I
_j
7
PLAN
^,^AIr mi.0iY
In
Qo�
~ hW
STD. MAMAIOL E
BASE SKr /ON
SHE F
FLOW
I
_ I
I SLOPE
SEE A/OTE 4
CHANNEL
v
HALF P /PE SE�CT/OM
OR FO*eMED SURFACE
I
SECTION 7
/-0 STD. P. V C. FLECrRICAL COA10411 r
WITH SLIP-ON FIrrIM S
A 7
-a-ulm Fl�l "
T-I
CRAM,,
/NV
SECTION
()
7
I
MEASURING MANHOLE
DETAIL 7
gE'Q� %V
NO SCALE
HORIZONTAL BEND - 221/2 TO 450
Z MAN.
o .
3000 Ps/
7YP A LL
Th',ZU5r f3L.I
7'x 5 CONC. 13L OG 4
45 *PENT TYP.
SEWER
`- MORTAR F /LL
2
SECTION 7
NOTES: (P ER TA I N I N G TO MEA SUR I NG M. H. ONLY)
1. USE AN EPDXY BONDING COMPOUND WHEN
PLACING THROAT SECTION AND TRANSITION
AGAI NST HALF P I PE SECTI ON OR CHANNEL.
2. THE THROAT SECTION WILL BE FABRICATED FROM
3/ 8 INCH GALVANIZED STEEL PLATE MORTARED
AND KEYED I N PLACE.
3. MAINTAIN SEWER SLOPE AT LEAST 10D UPSTREAM
FROM FLUME- BENDS OR CONNECTIONS SHALL
NOT BE ALLRED IN THI S 10D REACH.
4. DOWNSTREAM SLOPE OF SEWER SHALL BE EQUAL
TO OR GREATER THAN UPSTREAM SLOPE.
5. THE THROAT CROSS- SECTION MUST BE UNIFORM
THE ENTIRE LENGTH.
7 =0
¢{ EL . 113
¢` 'I //D t TYP .
4
i/
of
VERTICAL THRUST BLOCK - DETAIL
7
NO SCALE
5A,f lG I= /L L To 6,F Z0,40 CE57094r 10N
CoMPACTEO /N C01VT4C7- SEE T'YP. SEC774A/S DWG. 9
Wiry 411v015T41Q8ED I
TRC-NC H WALL - -�
SECTION 7
THRUST BLOCK - DETAIL e
NO SCALE 7
1Q9533
MUNICIPALITY
0
M E T R O P 0_L
TAN
S E T T L E
suds couc-Nr g.4aeF /ci.
511.)C- SLOPE TO
,�?
►
METROPOLITAN ENGINEERS
a
5#A1_1. 13E CL ASS Zr OA10FR
15E DETEEM/IVGA
Ali -`_
4�
p
/�gVCO A2EgS CL455
i3Y CO/V iQACT'O,Q
DESIGNED
41NDC-9 UNIEO AkEAS .
SPIT /NfsL 1AI
0 09
~
PGAcE CONcQE'7E ,46g1�t/ST
�o
�
7-YPc F M,4 rE2 /q L
UNI0 /STU1 -?6eD G/IoUN/.�
,.o
�
•
APPROVED
Me
0
DATE -MAY 1967
o �/DF r -1 eus r �L oc&
Pe
HILL AND INGMAN R W BECK AND ASSOCIATES
Design Engineer - Metropolitan Engineers
AS CON STRUCTE D
AT E I/F2Y L'yANI QF
r hton En ine rs
F fN pp 9
For Municipality of Metro oliton ;Bottle
p v C
DATE /�� c:. / 9� L� �� F.
SECTION 7
THRUST BLOCK - DETAIL e
NO SCALE 7
1Q9533
of w4sy2c 0
H O T
. Z
TYPICAL TRENCH SECTION Ct
3 FOR
WATER PIPE oFs�c �
/STFYL- �
NO SCALE s /oNQL E��
SOUTH INTERCEPTOR SECTION I DRAWING NUMBER
DETAIL PLAN—MEASURING MANHOLE SHEET NUMBER
AND DETAILS 7-OF 9 -_
MUNICIPALITY
0
M E T R O P 0_L
TAN
S E T T L E
F,EE R 218 A
R ENTON
LM
METROPOLITAN ENGINEERS
DESIGNED
'
0 09
DRAWN 111CC0OS
BROWN AND CALDWELL CAREY AND KRAMER
SUBMITTED —:_
RECOMMENDED
APPROVE
APPROVED' �
•
APPROVED
SCALE
A S SHOWN
DATE -MAY 1967
SYSTEM
CHECKED �PFW
HILL AND INGMAN R W BECK AND ASSOCIATES
Design Engineer - Metropolitan Engineers
Project Engineer -
Metropolitan Engineers
Chief Engin er - Metropolitan Engineers
r hton En ine rs
F fN pp 9
For Municipality of Metro oliton ;Bottle
p v C
of w4sy2c 0
H O T
. Z
TYPICAL TRENCH SECTION Ct
3 FOR
WATER PIPE oFs�c �
/STFYL- �
NO SCALE s /oNQL E��
SOUTH INTERCEPTOR SECTION I DRAWING NUMBER
DETAIL PLAN—MEASURING MANHOLE SHEET NUMBER
AND DETAILS 7-OF 9 -_