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y 284
TIEINTOEXISTING 36"FpBCE1 i \
MAIN WITH I6"TAPPING
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REDUCER
________________ \
-"-PROPOSED
\`\ CONSTRUCTION
"t "G y -��•\ \.` \i. \BARRIERFENCE
90 -BEND _ \46Ap0\ mE ,\� ,46+57\ p1 \
MATCH STA 36+00 - SHEET CO3 �P, � \
N 4Npp
II/T EN(F • No \\ \
2DFORCE MAIN POSED4�4
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245 24
265.65-0+50 -wzs 0+00 o.a o.so wss 1+00 �.zs 1+50 " \ Sra:'4 1
(IA Il)' AREA OFSUPPLEMENTAL I I m./ - 1 \�\ \ $, ncm \ \\
Y \ \ \\ \\ \ \ \ \ FIELD SURVEYBY RIVERS I FRN) � \ 4 \ \ 11E
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2 \ \\\ \ \ `\ \ \\ O " AND ASSOCIATES . \ \ \\ -A MTV YALYE \
\\ \\\ \\ I________I B �� \ \\ \ eAND-6•REDWER \
NOTE: rvGIA1 ''vv ��
SEE SHEETS EC1 AND EC2 FOR EROSION CONTROL
MEASURES AND CLEARING AND GRUBBING 4' \\ \\ti \\�\\% *26
\
PROPOSED PIPE LEGEND RESTRAINEDIOINf
/ O •\\ \ \ \ \\\ \ ��0 40 LF MIN. EACH SIDE OF caOsslry
q0' 0 20' 40' Ae \ \ \ \ \\
HORIZOMAL OR
X2825 p O I \\� \ \\ \ `\� \\\ RIDIP PVC RIPVC CASING HDPEOR VERTICAL 0 20' 0 10' rEx201n
\ \ `\\ \ FTTTINGSORVALVES \ C \ \
/ \ \ :�\ \ \\ \\ !\\\ \ FUSED PV[ HORZ. SCALE: 1"=100ft \
/ DOD AN
z6,.aR F°N cErrq. O /\ >`/`\`� Rr
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STREAM IMPACT#1: _—______________ ___�'�%' _ — — / I A\
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----- --
m ` _
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-___ SEES ECC 264.2_--1-1 261A / a.5 1�2 T 265x
_-___- 26
\ \ \
FORBU RNOTES I I X ,cayc. //// X t \ ELEV. 26365 FT \ \ \\ j
6�Eren / \ C ) \ \ ,
NA 1966
2..
_\
J I---._ __—_ —_ __ _ --- ,•: aazz _. �' [rye \ \ \
46+.9iT
PROPOSED \ \\\ \ \ \
— - -43+00 = _ _ _ �"- 45+ ` 0 \ \ \ \\ \ \ G
/ J � 20" FORCE MAIN -- --,- °"' 46+0
sem®
254.5
(� X FOLLOW ALIGNMENT ' /d 4s eEND ER r ^ EE y X \ \ \ \ \ \ \ \ N
J �(ISOFF EXISTING
/ WATERMAIN- / �\ / PROPOSED sme­ rvD / N tB wcsas \"9qo \ I \ \ \ \ \ \ \ \
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/ AS REQUIRED) / Ervo /// s/ \ c
/ 30'LIM/TSOF
DISTURBANCE(T )
26'LIMITSOF
DISTURBANCE(" // / CONTRACTOR TO PROVIDE
/- TEMPORARY CUT-OFF AND \ \ \ \ \ \ \\
BYPASS PUMPING DURING
STREAM CROSSING AS
REQUIRED(TYP. ALL STEAM
CROSSINGS)
PROPOSED
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260-
255-
250-
245-
y 284
TIEINTOEXISTING 36"FpBCE1 i \
MAIN WITH I6"TAPPING
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REDUCER
________________ \
-"-PROPOSED
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"t "G y -��•\ \.` \i. \BARRIERFENCE
90 -BEND _ \46Ap0\ mE ,\� ,46+57\ p1 \
MATCH STA 36+00 - SHEET CO3 �P, � \
N 4Npp
II/T EN(F • No \\ \
2DFORCE MAIN POSED4�4
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245 24
265.65-0+50 -wzs 0+00 o.a o.so wss 1+00 �.zs 1+50 " \ Sra:'4 1
(IA Il)' AREA OFSUPPLEMENTAL I I m./ - 1 \�\ \ $, ncm \ \\
Y \ \ \\ \\ \ \ \ \ FIELD SURVEYBY RIVERS I FRN) � \ 4 \ \ 11E
aEOMarH E6•
2 \ \\\ \ \ `\ \ \\ O " AND ASSOCIATES . \ \ \\ -A MTV YALYE \
\\ \\\ \\ I________I B �� \ \\ \ eAND-6•REDWER \
NOTE: rvGIA1 ''vv ��
SEE SHEETS EC1 AND EC2 FOR EROSION CONTROL
MEASURES AND CLEARING AND GRUBBING 4' \\ \\ti \\�\\% *26
\
PROPOSED PIPE LEGEND RESTRAINEDIOINf
/ O •\\ \ \ \ \\\ \ ��0 40 LF MIN. EACH SIDE OF caOsslry
q0' 0 20' 40' Ae \ \ \ \ \\
HORIZOMAL OR
X2825 p O I \\� \ \\ \ `\� \\\ RIDIP PVC RIPVC CASING HDPEOR VERTICAL 0 20' 0 10' rEx201n
\ \ `\\ \ FTTTINGSORVALVES \ C \ \
/ \ \ :�\ \ \\ \\ !\\\ \ FUSED PV[ HORZ. SCALE: 1"=100ft \
/ DOD AN
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STREAM IMPACT#1: _—______________ ___�'�%' _ — — / I A\
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----- --
m ` _
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-___ SEES ECC 264.2_--1-1 261A / a.5 1�2 T 265x
_-___- 26
\ \ \
FORBU RNOTES I I X ,cayc. //// X t \ ELEV. 26365 FT \ \ \\ j
6�Eren / \ C ) \ \ ,
NA 1966
2..
_\
J I---._ __—_ —_ __ _ --- ,•: aazz _. �' [rye \ \ \
46+.9iT
PROPOSED \ \\\ \ \ \
— - -43+00 = _ _ _ �"- 45+ ` 0 \ \ \ \\ \ \ G
/ J � 20" FORCE MAIN -- --,- °"' 46+0
sem®
254.5
(� X FOLLOW ALIGNMENT ' /d 4s eEND ER r ^ EE y X \ \ \ \ \ \ \ \ N
J �(ISOFF EXISTING
/ WATERMAIN- / �\ / PROPOSED sme­ rvD / N tB wcsas \"9qo \ I \ \ \ \ \ \ \ \
PROVIDE FITTINGS J 20" FORCE MAIN / y 45 eEND / FOUIaED qi,Q \ £\�„ \ \\ 1 \ \ \\\\ \
/ AS REQUIRED) / Ervo /// s/ \ c
/ 30'LIM/TSOF
DISTURBANCE(T )
26'LIMITSOF
DISTURBANCE(" // / CONTRACTOR TO PROVIDE
/- TEMPORARY CUT-OFF AND \ \ \ \ \ \ \\
BYPASS PUMPING DURING
STREAM CROSSING AS
REQUIRED(TYP. ALL STEAM
CROSSINGS)
-245
240 1 x240
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VE
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