HomeMy WebLinkAboutS-01800D- N
6 ": PIPE
6" PIPE
PIPE
ROAD RESTORATION
255'
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SAN . SEWER
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CONSTRUCT 20' WIDE
2" ASPHALT OVERLAY
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SEE SHT. 4
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WEICHMAN SCHEI
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LOT 2 LOT 6
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GARAGE I
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LOT 3
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.FUTURE 8" STUB
INV. 33.55 NORTH Z 15''UTILIT - EASEME NT
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6'P /PE
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STUB 201—F
STA.. -8,15 _
6" PIPE
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LOT 7
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BEGIN CONSTRJCTION — STA. 10 +98
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STUB 16LF. I STUB L.F S7UIS 5 L,.F, INT. STA . 13 +34.65
51A. 9 +25 S1A 10*60. 'A II +aB -
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INT. STA. 5134, N BS FND. HUB aTK STA: 5 +43.07 M.H. I \EX. METRO M.H. I�
sTA.o -I5 E M.H. 2 JONES AVE. N.E. 0 STA. 10 +98 IN
STA. 5 +34 STA. 8 +15 Ia
HORIZONTAL SCALE I " =40' FACWETT
0+ 12" AD 5+3413K
2++86 '" -2 +00 I•i00 + 6 +00 - - 7 +00 - 8+00 9 +00 f0+00 iI +DO 12 +00
_
M.H .3 M.H. 2 M.H. ( EX. METRO M.H
STA. 2 +86 STA. 5.34 STA. 8 +15 STA. 10+98
50•
HOUSE I HOUSE
45.
MAIN FLOORELEV" 45.00 .41 08 MAIN FLOOR ELV45.08I 401 6
40 II
EX.. GROUND _. —. —'-- --: SEE SHT. 6
FOR 8 °SEWER DETAIL
35_—_- _
1 8" D.I. WTR: MAIN
30 EX. 8 ".E INV_30.76'
INV 3104`
I8' PIPE- 274.: L.F. -.- _ .INV 30.653' 30.21 -_...
S= O:Q015_ft/ft EX-INV 29.79' EX. 27. "S .INV. 29.19'
-.. - 18 ".N _ EX. 36" W INV. 28.18'
FUTURE 8" STUB - 18" PIPE. 283 L_F. _
INV, 33.55'. NORTH .18"�PIRE 28lLF.H S 0.0015 ft /ft. �,y9'`� _
I VERTICAL SCALE 1 " =51 s= 0.0015 ft/ft aQ= F "as "'yss °y
SCHEDULE "Au asatsi° 6�4 S -180 L.I.D. 284
CL.50 DUCTILE IRON � E � JONES AVENUE "SANITARY. SEWER
I _ REVISED PIPE SIZE REIS RES 5/1[/76 -_ RES 9/5/74 ..
2, GEM REV. RES RES .:3//6/77 R E S
._ _. AS SHOWN..... 397
III s 7 . _ s c [ 15
6 ": PIPE
6" PIPE
PIPE
-
255'
127.5
27. 5'
' 127.5
.N
ayga'
SAN . SEWER
I �
I
I
I
N4-�l
INT. STA. 5134, N BS FND. HUB aTK STA: 5 +43.07 M.H. I \EX. METRO M.H. I�
sTA.o -I5 E M.H. 2 JONES AVE. N.E. 0 STA. 10 +98 IN
STA. 5 +34 STA. 8 +15 Ia
HORIZONTAL SCALE I " =40' FACWETT
0+ 12" AD 5+3413K
2++86 '" -2 +00 I•i00 + 6 +00 - - 7 +00 - 8+00 9 +00 f0+00 iI +DO 12 +00
_
M.H .3 M.H. 2 M.H. ( EX. METRO M.H
STA. 2 +86 STA. 5.34 STA. 8 +15 STA. 10+98
50•
HOUSE I HOUSE
45.
MAIN FLOORELEV" 45.00 .41 08 MAIN FLOOR ELV45.08I 401 6
40 II
EX.. GROUND _. —. —'-- --: SEE SHT. 6
FOR 8 °SEWER DETAIL
35_—_- _
1 8" D.I. WTR: MAIN
30 EX. 8 ".E INV_30.76'
INV 3104`
I8' PIPE- 274.: L.F. -.- _ .INV 30.653' 30.21 -_...
S= O:Q015_ft/ft EX-INV 29.79' EX. 27. "S .INV. 29.19'
-.. - 18 ".N _ EX. 36" W INV. 28.18'
FUTURE 8" STUB - 18" PIPE. 283 L_F. _
INV, 33.55'. NORTH .18"�PIRE 28lLF.H S 0.0015 ft /ft. �,y9'`� _
I VERTICAL SCALE 1 " =51 s= 0.0015 ft/ft aQ= F "as "'yss °y
SCHEDULE "Au asatsi° 6�4 S -180 L.I.D. 284
CL.50 DUCTILE IRON � E � JONES AVENUE "SANITARY. SEWER
I _ REVISED PIPE SIZE REIS RES 5/1[/76 -_ RES 9/5/74 ..
2, GEM REV. RES RES .:3//6/77 R E S
._ _. AS SHOWN..... 397
III s 7 . _ s c [ 15