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1 JAS CONSTRUCTED
No. I WWP.?'�uA j REVISION
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`BEGIN HDPE
SUP LINING \ 41
TERMINATE NEW 12" HDPE AS
IT ENTERS THE EX MANHOLE.
DO NOT RECHANNEL MANHOLE.
SEE NOTE 2
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BY I APP'D I DATE
0
EX 42 "0 PIPE WITH
NEW 12" MIN ID HDPE
SUP LINING, SEE NOTE
6 (TYP)
N 1 ST ST
SD
PLAN
50 0 50 100 150
FEET (1 " -50'f)
A
C203
TYP
=6"
50 0 ' 50 100 1
I I I
FEET (1 " =50'f)
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NOTES:
1. REFER TO EXISTING SEWER AND LATERAL
CONNECTION SCHEDULE ON SHEET C204
FOR ADDITIONAL INFORMATION AND DATA.
2. THE 42 "0 SEWER DROPS 15t FEET
BETWEEN MH R10 -1 AND MH R01 -23. THE
CONTRACTOR SHALL USE CAUTION WHEN
WORKING IN THIS AREA.
3. CALL 1- 800 - 424 - 5555 48 HOURS BEFORE
YOU DIG. NO REPRESENTATION IS MADE
AS TO THE EXISTENCE OR NON- EXISTENCE
OF ANY UTILITIES, PUBLIC OR PRIVATE.
ABSENCE OF UTILITIES ON THESE DRAWINGS
IS NOT ASSURANCE THAT NO UTILITIES
ARE PRESENT. IF BURIED UTILITIES ARE
SHOWN, THE LOCATION AND DEPTH ARE
APPROXIMATE ONLY. THE EXACT LOCATION
AND DEPTH OF ANY UTILITY SHALL BE
DETERMINED BY THE UTILITY COMPANY
PRIOR TO ANY EXCAVATION.
4. REFER TO SPECIFICATION SECTION 15072
FOR HIGH DENSITY POLYETHYLENE (HOPE)
PIPE SUP LINING.
5. FOR ORIGINAL CEDAR RIVER TRUNK AND ITS
FLOW CONDITIONS, REFER TO "CEDAR RIVER
TRUNK - SECTION 1' AS BUILT PLANS, AND
THE INSPECTION VIDEO TAPE.
6. DURING THE HDPE SUP LINING PROCESS,
THE CONTRACTOR SHALL ANCHOR THE PIPE
TO PREVENT IT FROM FLOATING.
As Built
Drawing
See original fle
copies for
submittal aid
approval
signatures, and
for engineer's
profess*
al seal
10
96
DESIGNED:
®,I DATE:
M -LT /DJB w/,� ° ' ® Municipality of Metropolitan Seottb OCT 95
DRAWN: CHECKED: SCALE: ORIGINAL CEDAR RIVER TRUNK Fff NO
DJB REHABILITATION G45
RECOMMENDED: NOTED ALIGNMENT PLAN DRAWING ^NO:
CONTRACT N0: C201
APPROVED: W /Mt -96 STA 0 +00 TO STA 19 +80 SHEEP NO:'�OF'�
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