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FFE =424.0
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9
FFE =424.0
IE 420.
SSMH 41. 48'
RIM =43 69 ¢3Z20D
IE - 4 . (17W).417.4 S --
103
LT.
SW 1/4 OF SECTION 3, TOWNSHIP 23 N, RANGE --5 EAST, W,iVI.
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13
FFE =422.0
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FFE =422.0
gm
IE 41E
11
FFE =422.0
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IE 419
t0
FFE =424.0
1079
IE 4079.
9
FFE =424.0
IE 420.
SSMH 41. 48'
RIM =43 69 ¢3Z20D
IE - 4 . (17W).417.4 S --
103
LT.
' 27.44'... _ ..35.00 - _._ 35.00
SW 1/4 OF SECTION 3, TOWNSHIP 23 N, RANGE --5 EAST, W,iVI.
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
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CONNECT
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
IE 417.5
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FFE =411.0
FFE =407.0
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DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING
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CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
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FFE -416. °:SOLVENT
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SEWER FORCE MAINS FFE =404 -p
SHALL BE PRIVATELY
OWNED A .0 MAINTAINED,
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35.00
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ASSUMES NO RESPONSIBILITY FORUTILITIES NOT SHOWN OR
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UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
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scale
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CALL BEFORE YOU DIG: 1 -800- 424 -5555
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4200' SSMH
IE 417. EXTRA
#6. 48'
SHALLOW
11213
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TRACT 'B' `O 1
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FFE =422. ~
19 m
FFE =416.
FFE =410.0
FFE -404.0
114.78
0t57
FFE =405.0
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5 -2" S H. 8 : "
PVC FO CE MAINS a
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4 -2" SCH.
80 0
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PVC FORCE MAINS
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+' SOLVENT
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SSMH #5:,54'
FFE =411. FFE -404.
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IA 102 +28.0
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FFE =411.0
FFE =407.0
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FFE -416. °:SOLVENT
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SEWER FORCE MAINS FFE =404 -p
SHALL BE PRIVATELY
OWNED A .0 MAINTAINED,
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FFE 400 ?0 + I TRACT C
pare
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3
36
TYPICAL
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scale
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horizontal scale feet
EX. SSMH - - _ .._..... _.__.. ..._- _.._ 440...'... z
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CONNECT TO DC SSMH. o p c �3 �d
440
IE= 44rr26 (8 NE) 415. I g m� %o � '
IE, 44646 (E)(. S' w)4 )S.¢3
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SSMH 3 54' TYPE 8 ...... :.. ......... �Q4t op wnsy� ^�� a
_ SHALLOW
RIM- T2:.:,C4Z1.17 RIM= 44-'.tW+Z3.o$ B .: -a °� ii U 1 �i•E'a "»I W'1%
IE= 4}6-89 (8'E)4E16•$Z IE= 44613 (S °N,E)4JPo.Z+ SSMH 3 54" TYPE _
it SHALLOW
IE=44-&./,0 (8'W)41(9,--17 IE= 446.83 (8'W) 416 SSMH #2.'54" TYPE B -
" RIM 423-60 4 t1?c. 430
... SSMH.. 4 ::48.. SHALLOW:: :. 430..... .....
430 W g ..,:,
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RIM- 42488 RIM =424-50 Q LI.17: y1,�
i r IE =4i{r.8 (8"W) 'A416:11 I ^ltinrtU W J
IE= 415:61 (B'E)411 :81 1E- 4111.60 {S "E,N)416•$L
(J - - IE =44g s+,(B "SW)4 1s. 26 -44 se' (8"W) 416.77 E�rII�S t ; U (1J
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RIM= 42&60 s}ZO OZ
RIM =4Pe:69 4Zo.67- ft.: -
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