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1 -800- 382 -5544
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765
760
755
750
745
8" PVC OU
(WEST)
740
735
14 T•C.•753.50
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NEENAH R -1642
INV. INV.
742.71 742.71
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CAUTION: 15" RCP STORM,""'
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CONCRETE CRADLE TO BE CONSTRUCTED 747.05
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SSD RISER
;JT `NC.
-752.89
ANTI Y MAR
NEENAH 8-1642
NOTE,
CLUBHOUSE KITCHEN
WASTE SHALL BE ROUTED
THROUGH CREASE TRAP
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CLEAN OUT
2" FORCE MAIN (FROM MAINTENANCE BUILDING)
2" FORCE MAIN ( ROM RESfiR0OM FACILITY)
6" PVC LATERAL (FROM CLUBHOUSE)
MIV. 747.05
1.
l . .750.74
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NOTESH
LENGTHS OF PIPES INDICATED ARE FROM CENTER TO
CENTER OF STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS.
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
.ALL PERMIT ISSUING AGENCIES WITHIN THE TIME
SPECIFIED BY THAT AGENCY PRIOR TO BEGINNING
CONSTRUCTION.
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LAST REVISION
DATE:9 /26 1995
SCALE:
PLAN: 1" • 50'
PROFILE:
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VERTICAL 1" . 5'
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HORIZONTAL 1" - 50'
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INV. 149.73
;JT `NC.
-752.89
ANTI Y MAR
NEENAH 8-1642
NOTE,
CLUBHOUSE KITCHEN
WASTE SHALL BE ROUTED
THROUGH CREASE TRAP
i 51r,
'� � y 'iEC �lrG1►1f•!'!ix1?/iWr`5
CLEAN OUT
2" FORCE MAIN (FROM MAINTENANCE BUILDING)
2" FORCE MAIN ( ROM RESfiR0OM FACILITY)
6" PVC LATERAL (FROM CLUBHOUSE)
MIV. 747.05
1.
l . .750.74
\ � r
\ . \ ��
NOTESH
LENGTHS OF PIPES INDICATED ARE FROM CENTER TO
CENTER OF STRUCTURES AND ARE NOT ACTUAL PIPE LENGTHS.
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
.ALL PERMIT ISSUING AGENCIES WITHIN THE TIME
SPECIFIED BY THAT AGENCY PRIOR TO BEGINNING
CONSTRUCTION.
GRANULAR
BACKFILL
REOUIRFD
765
�l�
755
%U,
745
740
735
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V1- GRAVEL iX?11't_
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740
735
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730 400 LF of 8" PVC Q 0.421 400 LF of 8" PVC 0 0.671 730 lux mmUmmL um
MSE Corporation
941 Norrtt Merman Str'set
hdampois, N *4 -1061
3q 631 -1000
725 725 311 m3 -MFAX
DATE= �_ - 1995
JOB # III-011
720 720
SHEET 7 OF 13
\ `�+ TRANSFORI.�R PAD r�,b �4
711SAN2.06N