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CONSTRUCRON SEQUENCE FOR SANITARY SEWER REROU77NG R1 -10 AND R7 -11-
1. THE CONTRACTOR AND HIS ENGINEER SHALL PROVIDE A FULL PLAN AND OPERATIONAL
METHODOLOGY SHOWING 774E REROUTING OF THE EXIS77NG 24" FACILITY, INCLUDING PUMP
SIZING AND TYPE
2 THE PLANS (REFERENCED IN N07E 1 ABOVE) SHOULD BE BASED ON N07ES 3 THROUGH 14
OF THIS CONS7RUC770N SEQUENCE.
J. CONSTRUCT THE NEW SEWER FROM 5' NORTHWEST OF ER1 -10 TO NEW MANHOLE SSMH 1.
4. CONSTRUCT THE NEW SEWER FROM NEW MANHOLE SSMH 1 TO 5' OUTSIDE OF MANHOLE ERI -11.
5. EXCAVATE SUFFICIENT AREA AROUND MANHOLES ERI -70 AND ERI -11 TO ALLOW FOR THE
SEWER CONNEC77ONS TO BE MADE
6. INSTALL A PUMP W77H/N MANHOLE ERI -12 OF SUFFCIENT CAPACITY TO PUMP 774E PEAK FLOW
IN THE MAIN SEWER DURING THE NEW SEWER CONNEC77NN.
7. INSTALL A TEMPORARY PLUG IN THE 24" INLET INTO MANHOLE ERI -11 AND OPERA 7E THE
PUMP TO BYPASS THE SEWER FLOW INTO MANHOLE ERI -9_
B. REMOVE 774E EXIS77NG 24' SEWER BETWEEN ERI -10 AND ERI -11.
9. CREATE OPENINGS IN MANHOLES ERI -10 AND ERI -11 TO ACCOMMODATE THE NEW SEWER
CONNECTIONS.
10. MODIFY THE FLOW CHANNELS WITHIN MANHOLES ERl -10 AND ERI -11 TO ALIGN {NTH
7HE NEW SEWER CONNECTIONS
11. INSTALL 774E NEW SEWER CONNECTONS INTO MANHOLES ERI -10 AND ERI -11.
12. PATCH MANHOLES ERI -10 AND ERI -11 AND ENSURE A WATER77GHT JOINT AT EACH
NEW CONNECTION.
13. REMOVE 774E TEMPORARY PLUG IN MANHOLE ERI -11.
14. REMOVE 774E PUMPING SYSTEM IN MANHOLE ERI -12
SSMH 1 TO EXISTING SSMH ERI -10
PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
R OLL 773 397
250
D
7
240
J
E
(9
TRIA
Project Management
Civil 8ngineering
Land Surveying
Land Use Planning
Landscape Architecture
Site Design
11814 115th Ire. NB KI&I d. NA 9@0.44 -8921
Tel 485A9IAM Fez 42 AIM81
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SCALE: 1" = 40' O
4 Y,
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NO7E• SANITARY SEWER MAINS THAT
Z
HAVE MORE THAN 15' OF COVER SHALL
2;
NOTE.• ALL EXIS77NG TOPOGRAPHY
BE E17HER C900, C905 OR D.I. PIPE.
PROVIDED BY M.A. SEGALE, INC.
Q mi
AND R/NGEL AND ASSOC/A TES
S
4'
260
E5
3
NOTE.• ALL EXIS77NG SSMH INFORMATION
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t
CW/� Z
�
i OVER P/P£R TYv) r
J
PROPOSED FlN/SH GRADE °
OVER PIPE (TYP)
it
250
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127 =24" C905 5= 0.0075
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SSMH 1 - so"
TOP 255.17
Z
8° lE 247.54 (IN) EX SSMH ERI -7C 60"
%M 2¢" IE 233.20 (lN) RIM 259.71
0
- 2*-E- 33.'10' (OUTJ-.," , ' "7E "Z32. (I)
V)
W/ INSIDE DROP PER: - 7-0 BE REMOVED.
of
DETAIL, SHEET 38 24" IE 23281 (OUT)
6' IE 234.99 (IN)
NEW 24" 1E 232,91 (IN)
ADJUST RIM TO 257.Ot
SSMH 1 TO EXISTING SSMH ERI -10
PORTIONS SEC. 16, TWP. 23 N., RGE. 5 E., W.M.
R OLL 773 397
250
D
7
240
J
E
(9
TRIA
Project Management
Civil 8ngineering
Land Surveying
Land Use Planning
Landscape Architecture
Site Design
11814 115th Ire. NB KI&I d. NA 9@0.44 -8921
Tel 485A9IAM Fez 42 AIM81
'fall Flee 89@.480.8'F8 w 16.deeexeom
�loll \ uj
LL
SCALE: 1" = 40' O
4 Y,
v+
ASSOC /AYES �
� l
Z
2;
NOTE.• ALL EXIS77NG TOPOGRAPHY
PROVIDED BY M.A. SEGALE, INC.
Q
AND R/NGEL AND ASSOC/A TES
O�
E5
3
NOTE.• ALL EXIS77NG SSMH INFORMATION
SHOWN WAS PROVIDED BY R/NGEL AND
CW/� Z
v+
ASSOC /AYES �
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DONALD L HILL. PE
PROJECT MANAGER
BRADIEY T. fREVA4N, FYS
PROJECT SURVEYOR
WILLhW ( GOGGJN, FE
PROJECT ENGINEER
.EFFREY L CaV,,' ASLA
PROJECT LANDSCAPE ARCHITECT
DATE: JANUARY 19, 2001
SCALE: e9FL:1" =40' VW.0'�==4•
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Checked for Compliance to City Standards -1016/10
I//,/. STAMP NOT VALID {
UNLESS SIGNED AND DATED $$
JOB NW ER ® ® - ®ZZ S
RBEET "'m 36OF 52
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®2001 TRIAD ASSOCIATES v O O 11213
C C) , S- ? 0'- SCANNED JUL 2 7 2001
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