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1. FILL AND RECHANNEL THE INVERT OF THE EXISTING
MANHOLE WITH CONCRETE TO PROVIDE SMOOTH
TRANSITION BETWEEN THE NEW SEWER AND THE
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- EXISTING SEWER. SEE DETAIL 4 ON UT- 21.
/� C FOUND EXISTING MANHOLE
T. 2S N. R. J E. iE1300351.28 INSTALLED NEW RING AND
1 INST COVER ET FINISHED GRADE
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1. FILL AND RECHANNEL THE INVERT OF THE EXISTING
MANHOLE WITH CONCRETE TO PROVIDE SMOOTH
TRANSITION BETWEEN THE NEW SEWER AND THE
'
1
- EXISTING SEWER. SEE DETAIL 4 ON UT- 21.
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2. CONSTRUCT NEW MANHOLE OVER EXISTING SEWER.
—�-
3. FILL EXISTING SEWER BETWEEN MH 01 AND MH 04 MATH
CDF. JET CLEAN THE EXISTING SEWER TO REMOVE ALL
SEDIMENT AND DEBRIS BEFORE PIACING CDF.
Y
AND SR 516 INTERCHANGE
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4. SEE SANITARY SEWER MANHOLE DETAILS ON UTDA21,
TY FOR ALL NEW MANHOLES.
i i I I I SEE DETAIL : FOR BED ING FOR ItANIT R bEWER PIE i
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AND SR 516 INTERCHANGE
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NOTES:
1. FILL AND RECHANNEL THE INVERT OF THE
EXISTING MANHOLE VATH CONCRETE TO
PROVIDE SMOOTH MANMTION BETWEEN
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SEE MOTES 3 AND
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THE NEW SEWER AND THE EXISTING
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SEWER. SEE DETAIL 4 ON UT 21.
(. PROPOSED
GRADE
" PREVIOUS Y
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3. SEE SANITARY SEWER MANHOLE DETAILS
1
ON UT6&31,TYP FOR NEW MANHOLES AND
11s J
!OORE,
PIPE BEDDING.
'
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3. NOTIFY OLYMPIC PIPELINE OF ANY
IN
CONSTRUCTION ACTWITIES WITHIN 100 FEET
OM
OF THEIR PIPELINE.
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4. REMOVE ME EXISTING SEPTIC TANK AM
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At Aft
BUILDING SEWER BETWEEN THE EXISTING
bRb}MD i 7
4F BEND AND THE SEPTIC TANK ALSO
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REMOVE THE EXISTING DRAIN FIELD (LOCATION
No ;
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AND CONFIGURATION UNKNOWN)AS REQUIRED
F
FAQ ... ... .. »
TO CONSTRUCT THE NEW SIDE SEWER. BAOITFILL
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THE SEPTIC TANK EXCAVATION TO YABCVE THE
-
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NEW SIDE SEWER WITH COMPACTED EXCAVATED
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MATERAL BEFORE IN6TALLNIG THE SIDE SEWER
106 r
PLUG THE CUT ENDS OF ALL ABANDONED PFES.SEE
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6. SUBMIT EQUIPMENT WEIGHT, WHEEL MADE,
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PRO 16 :. a
AND CROSSING LOCATIONS TO OLYMPIC
PIPELINE BEFORE CROSSNIG THEIR LINE WITH
ANY CONSTRUCTION OR HEAVY EQUIPMENT.
SUBMD MUST BE APPROVED BY OLYMPIC
PIPELINE BEFORE CROSSING THEIR PIPELINE.
TELEPHONE NUMBER 43633&7767.
6. SEE SIR UTD•00.01 FOR GENERAL NOTES
AND LEGEND.
]. USE COMMON BORROW COMPACTED TO
96% STANDARD COMPACTION FOR ALL
BACKMLL UNDER EXISTING AND PROPOSED
PAVEMENTS.
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SEE MOTES 3 AND
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IENO BHIE SEWER
70P `#PIPE EL t31 ]3
G
EANOUT AND W WYE
P OF PIPE EL a 137.04
EMSTING -SEPTIC TANN... ICY$,
ACCESS HATCHES, SEE
NOTE'4
- CONNECT TO MST BUILDING SEWER%
4F BEER, SEE NOTE 4 AND DETAIL I /�'
METING CLEAHOM,T UTT�)4
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= 113.63
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NdIM 6CALE N FEET T
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nnn VER111 SCALE IX'FEET...
1-5 TO SR 169
STAGE 2 -WIDENING
AND SR 516 INTERCHANGE
SEWER EXTENSION PLAN AND PRO�A
(. PROPOSED
GRADE
" PREVIOUS Y
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70P `#PIPE EL t31 ]3
G
EANOUT AND W WYE
P OF PIPE EL a 137.04
EMSTING -SEPTIC TANN... ICY$,
ACCESS HATCHES, SEE
NOTE'4
- CONNECT TO MST BUILDING SEWER%
4F BEER, SEE NOTE 4 AND DETAIL I /�'
METING CLEAHOM,T UTT�)4
UIRS16
= 113.63
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NdIM 6CALE N FEET T
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nnn VER111 SCALE IX'FEET...
1-5 TO SR 169
STAGE 2 -WIDENING
AND SR 516 INTERCHANGE
SEWER EXTENSION PLAN AND PRO�A
NEW SECTKNIS
SEE NOTE d
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1. Sl i
NOTES" ,
FIELD VERIFY ELEVATION OF EXISTING SECTION BEFORE ORDERING FI
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1. SEYF'�S11EET. FOS GOERAL NOTES AND LEbVNI
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2. APPROXMATE DIMENSION BASED ON APPROXIMATE FIELD MEASURE DOWN TO EXMTWG NANHOLE SECTION.
HELD VERIFY ALL DNDiNSIONS AND MODIFY AS NECESSARY.
2,E0 N$TR LA$D TAO IS NH ONLY SHOWN
7. EXCAVATE NECESSARY TO E�OSE AND REMOVE ECTI NG NH SECTION. REMOVE AND OMPOSE EXISTING
TH S OT ILITY SHEETS FOR ADDITM
J UT ry OD T S 5 AREA.
TA IIIIIIII
E TEC
MH NE PROTECT NEMAINWG EXISTING YH SECTION AND PROMS NEW GASKET TO PROVIDE
ID
r
moft
ER TK CO
WATER TIGIR CONNECTION.
2 SEE FOR LIGHTWEIGHT FELL PLACE NEIi
d. SEE DETAIL 1 ON SHEET N�N FOR NEW SEWER MANHOLE COMPONENTS.
ARY SEWER
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S. SEE ROADWAY PLANS FOR PAVEMENT GRADING AND DUALS AROUND RIM.
At Aft
SEE NOTE R NEW NMI EL TT.15'
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NEW MANHOLE FRAME AND COVER
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EXISTING THUNDER
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